HomeMy WebLinkAboutTruss20-0257
ADAIR GARCIA RESIDENCE
XXXX JOHNSTON ROAD
FT. PIERCE
6:12 PITCH, 2x4 T/C, 37# DESIGN, 8" NOMINAL BEARING @ ELEVATIONS DENOTED
@ PLACEMENT PLAN Wor TRUSS DRAWINGS WITH ALL BEAMS, HEADERS, LEDGERS
AND MISC. FRAMING BY BUILDER. FLORIDA BUILDING CODE 6th EDITION (2017),
UPLIFT VALUES PER ENGINEERING BASED ON 8 psf DEADLOAD, , ASCE 7-10, 160 MPH
ULTIMATE WIND SPEED, ENCLOSED BUILDING, EXPOSURE "C", CATEGORY: II
RESIDENTIAL WITH ALL CONNECTION HARDWARE AND DESIGN BY BUILDER.
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JOB NO:
20-0257
PAGE NO:
1 OF 1
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 15' Mean Height,. Enclosed, Exposure C, Kzt = 1,00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orr 140 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orr 120 moh Wind Sneed. 15' Mean Heloht. Partially FnrLosed. Fxnnsure It. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing I Species I Grade
No
Braces
(1) ix4 'L' Brace s
(1) 2x4 'L' Brace s
(2) 2x4 'L' Brace 'KIN(1)
2x6 'L' Brace Ill
(2) 2x6 'L' Brace s
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
U
S PC
#3
3' 8'
5' 9'
6' 2'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
I li -
Stud
3' 8'
5' 9'
6' 1'
7' 8'
7' 11'
9' 1'
9' 6'
12' 0'
12' 6'
14' 0'
14' 0'
O
fl r
Standard
3' 8'
4' 11'
5' 3'
6' 7'
7' 1'
8' 11'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
aj
#1
4' 0'
6' 8'
6' 11'
7' 10'
8' 2'
9' 4'
9' 8'
12' 4'
12' 9'
14' 0'
14' 0'
S P
#2
3' 10'
6' 7'
6' 10'
7' 9'
8' 1'
9' 3'
9' 7'
12' 2'
12' 8'
14' 0'
14' 0'
#3
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, ill
11' e'
14' 0'
14' 0'
ai
r
Stud
3' 9'
5' 3'
5' 7'
6' 11'
7' 5'
9' 2'
9' 7'
10, ill
11' 8'
14' 0'
14' 0'
d
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' 1'
14' 0'
U
#1 / #2
4' 5'
7' 6'
7' 9'
e' 10'
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
_
S P F
#3
4' 2'
7' V
7' 9'
8' 9'
9' 1'
10' 5'
10, 10,
13, 9'
14' 0'
14' 0'
14' 0'
<J
u
Stud
4' 2'
7' 1'
7' 6'
8' 9'
9' 1'
10' 5'
10, 10,
13' 9'
14' 0'
14' 0'
14' 0'
Q1
o
fl P
Standard
4' 2'
6' 1'
6' 5'
8' 1'
8' 8'
30' S'
10' 10'
12' 8'
13' T
14' 0'
14' 0'
#1
4' 7'
7' 7'
7' 11'
9' 0'
9' 4'
10' 8'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
S P
#2
4' 5'
7' 6'
7' 9'
e' 10,
9' 3'
10' 7'
11' 0'
13' 11'
14' 0'
14' 0'
14' 0'
11
k,QD
#3
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10' 11'
13' 4'
14' 0'
14' 0'
14' 0'
C
r L
Stud
4' 4'
6' 5'
6' 10'
8' 6'
9' 1'
10' 6'
10, 11'
13' 4'
14' 0'
14' 0'
14' 0'
Standard
4' 2'
5' 8'
6' 0'
7' 6'
8' 0'
10' 2'
10, 10,
11' 10,
12' 7'
14' 0'
14' 0'
Q
#1 / #2
4' 10,
8' 3'
8' 7'
9' 9'
10' 2'
10' 7'
12' 1'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P P
#3
4' 7'
8' 2'
8' 5'
1 9' 8'
10' 0'
1 11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
LJ
U
Stud
4' 7'
8' 2'
8' 5'
9' 8'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
X
O
H F
Standard
4' 7'
7' 0'
7' 5'
9' 4'
10, 0'
11' 6'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
#1
5' 1'
8' 5'
8' 8'
9' 11'
10' 3'
11' 9'
12' 3'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P
#2
4' 10'
8' 3'
8' 7'
9' 9'
10' 2'
11' 7'
12' 1'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' 7'
12, 0'
14' 0'
14' 0'
14' 0'
14' 0'
D P L
Stud
14' 9'
7' 4'
7' 10'
9' 8'
10' 1'
11' 7'
12' 0'
14' 0'
14' 0'
14' 0'
14' 0'
�--I
Standard
1 4' 7'
1 6' 6'
6' 11'
8' 8'
9' 3'
11' 6'
1 12' 0'
13' 7'
14' 0'
14' 0'
1 14' 0'
Bracing Group Species and Gradesr
Group Al
S ruce-Pine-Fir Hen -Fir
#1 / #2 Standard #2 Stud
#3 Stud #3 IStandard
Dou las Fir -Larch Southern Plnesss
#3 #3
Stud Stud
StandardI Standard
Group BI
Hen -Fir
#1 8 Btr
#1
Dou las Fir -Larch Southern Plhesss
#1 #1
#2 #2
Ix4 Braces shall be SRB (Stress -Rated Board).
ssFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these 2nades.l
Gable Truss Detail Notesi
Wind Load deflection criterion Is L/240,
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
About Attach 'L' braces with 10d (0,128'x3,0' min) moils.
able Truss X For (1) 'L' brace, space nalls at 2' o,c.
In 18' end zones and 4' o,c. between zones.
Diagonal brace option, )K)KFor (2) 'L' braces, space malls at 3' o,c.
vertical length may be T In 18' end zones and 6' o,a between zones,
doubled when diagonal 18' )K 'L' bracing must be a minimum of 80% of web
brace Is used. Connect L member length,
diagonal brace for 600# 'L'
at each end. Max web Brace Gable Vertical Plate Sizes
total length Is 14'. Vertical Len tin No Splice
Less than 4' 0' 2X3
2x6 DF-L #2 or a Greater than 4' 0', but
better diagonal T i°�' 3X4
Vertical length shown brace) single 8' ME less than 11' 6'
In table above. or double cut -� i �' _ Greater than 11' 6' 4X4
145'(as shown) at .L 1 x $sw '� P�.�.� -,. + Refer to common truss design for
upper end. .`j ).-' " "" peak, splice, and heel plates.
L
Connect dingona at F ntih, s H ring, �� Refer to the Building Designer for conditions
midpoint of vertical web. Refer to chart. bo f0 `( l,• /""'tIC0."' lea not addressed by this detail.
9 ;r,
—WARNNG" READ AND FOLLOV ALL NOIES a THIS WAVING x REF ASCE7-10-13AB16015
wwDPORTANTo fl1RN[SH THIS WAVINGTO ALL CONTRACTORS INCLUDING THE INSTALLER
Trusses require extreme care In fabricating, handling, shipping, InstaRing and bracing, Ref( Sa a DATE 10�01�14
follow the latest edition of BCSI (Bu0.ding Component Safety Information, by TPI and SBCA) f, „sq s�tVp a
practices prior to performing those functions. Installers shall provide temporary bradng ps. ' 7♦l)SL 4 'y'u'
Unless noted otherwise, top chord shall have properly attached structural sheathing and bo'a a -�E A�� DRWG A16015ENC101014
shot( have a properly attached rl�d ceiling. Locations shorn for permanent lateral restraInf
shell have bracing Installed per B SI sectlons H3, B7 or B10, as applicable. Apply plates to ea f '
ALPINE of truss and post16D as shorn above and on the Joint Details, unless noted o herrlse,
Refer to drawings 160A-Z for standard plate positions. ,{
Alpine, a dlVlslon of ITV BWlding Components Group Inc shall not be responsible for an deviatlo ro � d
this drawing, any failure to bullet the truss In conformance with ANSI/TPI 1, or for handling, shipping) MAX. TOT. LD, 60 PSF
AN RW COMPANY Installation of trusses.
A senlonLthis cdrawing or cover page listing this drawing, Indicates acceptance of professional 4, sy
514 Earth City Expressway ergbrerk,a responsbNlty solely for the design shown. The �esuitability�n d us 1 f this
drams
Suite 242 for any structvv Is the responsWility of the �w
Earth City, MO 63045 For more information see this Job's general notes page and these web sites, MAX, SPACING 24,0"
ALPINE, wrwalpinelt—onl TPI, www.tpinst.orgl SBCA, www.sbcindustry.org) ICC, wwwJccsaf..org
2x4 WEB WITH WEB-BL❑CK®
REFER TO ENGINEER'S SEALED TRUSS DESIGN DRAWING
FOR LUMBER, PLATES AND OTHER INF❑RMATI❑N NOT
SHOWN BELOW,
PLATES FASTENING WEB -BLOCK TO WEB SHALL BE W3X3
OR LARGER, PLATE P❑SITI❑NING TOLERANCES ON WEB -
BLOCKS SHALL BE PERMITTED TO BE VARIED UP TO
6 INCHES FROM GIVEN P❑SITI❑NS, EXCEPT THAT PLATES
AT THE END OF THE WEB -BLOCK MUST BE WITHIN 6
INCHES OF THE END OF THE WEB -BLOCK,
2X4 WEB -BLOCK 2X4 WEB
SECTI❑N A -AI
W3X3 PLATE
2X4 WEB -BLOCK
W3X3 PLATE
:l
W3X3 PLAT
Jevowg_
6" MAX, ❑,C, (TYP,)
2 ft O.C. MAX,
BETWEEN W3X3s
(ADD W3X3s
@2 FT, ❑,C, AS
NEEDED FOR
WEB LENGTH)
�
—VARNINIi— READ MW FUUMW ALL MITES a TNIS BRAVD0 1': (f 0 REF 2x4 Web Block
■-DlMUANT= FIFMSN TICS BRAV111G m ALL COlTRACTMS INCLUDING THE INsraJER p.� ,: „
Trusses regWre extreme core In fnbrlcntInp, hnndlln0, shipphp, Instnlllnp and bradnp. ReF Y. arf a DATE 10/01/14
follor the lotest editlon of SCSI CBu0.dlnp Component Safety Infornatlon, by TPl and SECA) f safotlu w
practices prior to prrfornlnp these functlans. Installers aholI provide temporaryy bradng pt.' BCSI. p 1 a DR�,,/G BRWEBL❑K1014
Unless noted otherdse, top chord shall have properly attached structwnl sheathing and bo, orb ,�yo twr a
shall have a properly attached ri d ceiling. Locatlons shorn for permanent lateral restrain f 4 yp k
shop have bradnp Installed per BLp`ISI sections B3; B7 or B10, ac applicable. Apply plo We to ea w TV Q
a of truss and position as shorn above and on the Joint DetoRs, unUcc noted otlwrwise,'$,��`yq
ALPINE Refer to drawings of
for standard plots Group Inc.Alpine, a dNlslon of ITV BWldlnO Components Group Inshall not be responsible for an tlevintloryy- or a®E$�Si��
this drorInp, any follure to build the truss In conformance with ANSVTPI 1, or for handling, shlppinp',,,
AN ITW COMPANY Inst se lon l bradnp of trusses. „ ffi. l
A seal on this dr—Inp or cover Pops us v this drnwFrp, kwlcates acceptance of professional �� �
514 Earth City Expressvray ergfneer�Q r• solely for the de shorn Thr sukabllty and use of this drowYp k + h
Suite 242 for nnY sv+cTv'e ilx respons"tY oP i3r Bulldrp Designer per ANSI/TPI 1 Sec2.
Earth City, MO 63045 For more Information see this Job's general notes ppoope and these web sites,
ALPINE, w 1pineltw.coni TPli www,tptnst,orpi SBCAj www,sbclmdustry,orpi ICO wwwlccsafeorp
4
Commentary;
Camber May be built into trusses to compensate
for the vertical deflection that results from the
application of loads, Providing camber has the
following advantages)
• Helps to ensure level cellings and floors after
dead loads are applied.
• Facilitates drainage to avoid ponding on flat or
low slope roofs,
Def section and Camber
L = Span of Truss (Inches)
D = Depth of Truss at Deflection Point (inches)
-------------------------------------------------------------------------
Recommended Truss Deflection Limits
Truss Type L/D Deflection Limits
Live Load Total Load
Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical)
• Compensates for different deflection
Floor of Room -In -Attic
24 L/360 (vertical) L/240 (vertical)
characteristics between adjacent trusses,
Trusses
• Improves appearance of garage door headers
Flat or Shallow Pitched
24 L/360 (vertical) L/240 (vertical)
and other long spans that can appear to "sag,'
Roof Trusses
• Avoids 'dips' in roof ridgellnes at the transition
Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical)
from the gable to adjacent clear span trusses,
Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical)
In accordance with ANSI/TPI 1 the Building Designer,
through the Construction Documents, shall provide the
Scissors Trusses
24 0,75' (horizontal) 1,25' (horizontal)
Location, direction, and magnitude of all loads attributable
__________
to ponding that may occur due to the design of the roof
drainage system, system, The Building Designer shall also specify
Truss Type
Recommended Camber
any dead load, live load, and in-service creep deflection
Pitched Trusses
1,00 x Deflection from Actual Dead Load
criteria for flat or low-slope,roofs subject to ponding
Loads.
Sloping Parallel
1,5 x Vertical Deflection from
Chord Trusses
Actual Dead Load
The amount of camber is dependent on the truss type,
span, loading, application, etceteras,
Floor Trusses
(0,25 x Deflection from Live Load) +
More restrictive limits for allowable deflection and
Actual Dead Load
slenderness ratio (L/D) may be required to help
Flat Roof Trusses
(0,25 x Deflection from Live Load) +
control vibration,
(1,5 x Design Dead Load Deflection)
The following tables are provided as guidelines for
Limiting deflection and estimating camber, Conditions or
codes may exist that require exceeding these
recommendations, or past experience may warrant using
more stringent limitations,
Notes T
—VARNINGl— READ AND FOlDV ALL NOTES CN THIS WAVING!
wwWWANTww FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLER
Trusses require extreme care In fabricating, handling. shipping. Installing and bracing. k�ofl'
follow the latest edition of =1 CHuRcOng Component Safety Information, by TPI and SBCA) fpractices prior to performing these functlons. Installers shall provide temporary brndng pUnlesnoted otherwise, top chord shall have properly attached structural sheathing and bshall have a properly attached rigid callingp. Locations shown for permanent lateral restraishall have bracing Installed per BCSI sections 23, B7 or BIO, as applicable. Apply plates to
LP I N E of truss nd position as shorn above and on the Joint DetaRs, unless rated otherwise.
Refer tr to drawings 160A-Z for standard plate positions.
Alpine, n dlvbdon of ITV Building Components Group Inc shall not be responsible for an devlatl
this droning, any fa0ure to build {he truss In conforrancs with ANSI/TPI 1, or for handling, ship{
AN ITW COMPANY Installation 6 bradng of trusses.
A seal on this drawing or rover pa UstYp this drawing, indicates acceptance of professional
514 Earth City Expressway Far�ptre� 1 nserM pons6�Nty solelyro ttFnye f'sttm shown.�� The��obW �amal use of this drawing
�I 1 Sec2_
Sure City,
y s�ructw Nine the
Earth Cily, MO 631145 For more Information set this Job's general notes page and these web
ALPDJEi wwulpineltr,ca+l TPD ww.tptnstorgl SHCN www.sbclmdustry.orgi ICG rnJccsaJccsaft.org
$R,nd may be conslderably less than
ea"� d' «
s.
REF DEFLEC/CAMB
DATE 10/01/14
TE F e DRWG DEFLCAMB1014
Kactn�D
e
IT
Relnfai
Memk
Go,
Tr
Gable Detail
Fnr I _Pt -In Verticals
Truss Plate Sizes
3proprlate Alpine gable detall for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates,
vertical plates overlap, use a
to that covers the total area of
apped plates to span the web,
2*2X4
2X8
engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nails]
10d Common (0,148'x 3.',min) Nails at 4' o,c, plus
(4) nails In the top and bottom chords,
Toenailed Nallsl
10d Common (0.148'x3',mIn) Toenails at 4' o,c. plus
(4) toenails In the top and bottom chords,
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load,
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 8 ASCE 7-16 Gable Detail Drawings
A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118,
A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118,
A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118,
A18030ENC100118, A20030ENC100118, A20030END100118, A2003 ED100118,
S11515ENC100118, S12015ENC100118, S14015ENC100118 �e1 �€Yi;
S18015ENC100118, S20015ENC100118, S20015ENtT D1 nil PE 0 9
S11530ENC100118, S12030ENC100118, S14030E u`El
S18030ENC100118, S20030ENC100118, 52003�iJ It xSejl``i)r"'-�7 PE 1y8�%
See appropriate Alpine gable detail for max m in Wed �o� t e 'iur%
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
Member Member
Toe-nall - Or - End-noll
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detall).
Maximum allowable 'T' reinforced gable vertical
Length Is 14' from top to bottom chord.
'T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
eb Length Increase w/ 'T' Brace
Example)
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o,c. SP #3
'T' Reinforcing Member Size = 2x4
'T' Brace Increase (From Above) = 30% = 1.30
(1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7'= Ill 2'
41
'T' Relnf. 'T'
Mbr, Size Increase
2x4 30
2x6 20
avARNINlao READ AND fnLlnv ALL NOTES oa ras nRAvwa s , a REF LET -IN VERT
mWORTANTim FURNISH TWS DRAWING TO ALL CONMCTMS INCLUDING THE INSTALLER p, h s p
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refn taanfd"'� f DATE Ol/�2/2018
follow the latest edltlem of SCSI ®u0ding Component Safety Information, by TPI and SBCA) f safiit�
practices prior to performing these functions, Installers shall provide temporary bradna P. ry
Unless noted otherwise, top chord shalt have properly at structwal sheathing and bo'.'o 0€1 jE.,a. Ore � ,°,', DRWG GBLLETIN0118
shall have a properly attached ;VIp telling, Locations shown for permanent lateral restrain w 10 b 8
shall have bracing Installed per HL`SI sectlans B3, B7 or BID, ns op licable. Applyy plates to sod! �$
ALPINE Re truss and position as shown above and an the Joint Details, unless noted otherwise, p
Refer to drawings 160A-Z For standard plate positions.
�'qg�. q,
Alpine, a division of ITV Building Components Group Inc shall not be responsible for any deviatioryq �s U
this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handing, shipping), - ma's, MAX, TOT, LD, 60 PSF
AN ITW COMPANY Installation 4 bracing of trusses. rOP,(�
A seal on this drawing r cover page UstYg this drawing, indicates acceptance of professlonnl �`l j
514 Earth City Expressway enyneerlrq n ty solely fr the design sham, The sNtabuty nna use of this drowtp ��' � DUR, FAC, ANY
Suite 242 fr any trs uctvv pie re,poe■bluty of the Building Designer per ANSVTPI I Sect. 8/"
Earth City, MO 63045 For are Information see this Job's general notes ppage and these web sites,MAX, SPACING 24,0'
ALPINFi www,nlpineits.comi TPD ssw,tpinst.rgi SBCA, mv.sbclndustryargi !CD wwwJccsafe.arg
avARNINlao READ AND fnLlnv ALL NOTES oa ras nRAvwa s , a REF LET -IN VERT
mWORTANTim FURNISH TWS DRAWING TO ALL CONMCTMS INCLUDING THE INSTALLER p, h s p
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refn taanfd"'� f DATE Ol/�2/2018
follow the latest edltlem of SCSI ®u0ding Component Safety Information, by TPI and SBCA) f safiit�
practices prior to performing these functions, Installers shall provide temporary bradna P. ry
Unless noted otherwise, top chord shalt have properly at structwal sheathing and bo'.'o 0€1 jE.,a. Ore � ,°,', DRWG GBLLETIN0118
shall have a properly attached ;VIp telling, Locations shown for permanent lateral restrain w 10 b 8
shall have bracing Installed per HL`SI sectlans B3, B7 or BID, ns op licable. Applyy plates to sod! �$
ALPINE Re truss and position as shown above and an the Joint Details, unless noted otherwise, p
Refer to drawings 160A-Z For standard plate positions.
�'qg�. q,
Alpine, a division of ITV Building Components Group Inc shall not be responsible for any deviatioryq �s U
this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handing, shipping), - ma's, MAX, TOT, LD, 60 PSF
AN ITW COMPANY Installation 4 bracing of trusses. rOP,(�
A seal on this drawing r cover page UstYg this drawing, indicates acceptance of professlonnl �`l j
514 Earth City Expressway enyneerlrq n ty solely fr the design sham, The sNtabuty nna use of this drowtp ��' � DUR, FAC, ANY
Suite 242 fr any trs uctvv pie re,poe■bluty of the Building Designer per ANSVTPI I Sect. 8/"
Earth City, MO 63045 For are Information see this Job's general notes ppage and these web sites,MAX, SPACING 24,0'
ALPINFi www,nlpineits.comi TPD ssw,tpinst.rgi SBCA, mv.sbclndustryargi !CD wwwJccsafe.arg
Gable Stud Reinforcement Detail
ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Ori 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C. Kzt = 1.00
Or i 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nri tan mnh Wind Sneed. 20' Mean HPinht. Partially Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
pacing Species Grade
No
Braces
(1) Ix4 'L' Brace r
(1) 2x4 'L' Brace Ni
(2) 2x4 'L' Brace rr
(1) 2x6 'L' Brace IN
(2) 2x6 'L' Brace )I
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
#1 / #2
3' 8'
6' 3'
6' 6'
7' S'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13' 9'
14' 0'
-
S P F
#3
3' 6'
5' 5'
5' 9'
7' 2'
7' 7'
e' 8'
9' 1'
11' 3'
11' 11'
13' 7'
14' 0'
U
Stud
3' 6'
5' 4'
5' 8'
7' 2'
7' 7'
8' 8'
9' 1'
I1' 2'
11' 11'
13' 7'
14' 0'
HF
rl
Standard
3' 6'
4' 7'
4' 11'
6' 2'
6' 7'
8' 4'
8' 11'
9' 8'
10' 4'
13' 1'
14' 0'
n%
#1
3' 10'
6' 4'
6' 7'
7' 6'
7' 9'
8' I1'
9' 3'
11' 9'
12' 2'
13' 11'
14' 0'
.J
S P
#2
3' 8'
6' 1'
6' 6'
7' 5'
7' 8'
8' 9'
9' 2'
11' 7'
12' 0'
13, 9'
14' 0'
#3
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10, 1'
10, 10,
13' 8'
14, 0'
(U
I
D F L
Stud
3' 7'
4' 10'
5' 2'
6' 5'
6' 11'
8' 9'
9' 1'
10' 1'
10' 10'
13' 8'
14' 0'
Standard
3' 3'
4' 3'
4' 7'
5' 8'
6' V
7' 9'
8' 3'
8' 11'
9' 7'
12, 2'
13' 0'
#1 / #2
4' 2'
7' 2'
7' 5'
8' 5'
e' 9'
10, 1'
10' 6'
13, 3'
13' 9'
14' 0'
14' 0'
_U
_
S P P
#3
4' 0'
6' 7'
7' 5'
8' 4'
e' 8'
9' 11'
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
U
u
Stud
4' 0'
6' 7'
7' 0'
8' 4'
8' 8'
9' 111
10' 4'
13' 1'
13' 7'
14' 0'
14' 0'
fl P
Standard
4' 0'
5' 8'
6' 0'
7' 6'
8' 0'
9' 11'
10' 4'
11' 10'
12' 8'
14' 0'
14' 0'
O
#1
4' 5'
7' 3'
7' 6'
8' 7'
8' 11'
10, 2'
10' 7'
13' 5'
13, 11'
14' 0'
14' 0'
0
S P
#2
4' 2'
7' 2'
7' S'
8' 5'
8' 9'
10, 1'
10' 6'
13' 3'
13' 9'
1 14' 0'
14' 0'
#3
4' 1'
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10, 5'
12' 5'
13' 3'
14' 0'
14' 0'
Ql
D rr L
Stud
4' 1'
5' 11'
6' 4'
7' 11'
8' 5'
10, 0'
10' 5'
12' 5'
13' 3'
14' 0'
14' 0'
Standard
4' 0'
5' 3'
5' 7'
7' 0'
7' 6'
9' 5'
10' 2'
11' 0'
ill 9'
14' 0'
14' 0'
#1 / #2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
10, 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
S P P
#3
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
1 10' 11'
11' 5'
14' 0'
14' 0'
14' 0'
14' 0'
u
Uu
Stud
4' 5'
7' 7'
8' 1'
9' 2'
9' 6'
10, 11'
11' 5'
14, 0'
14' 0'
14' 0'
14' 0'
X
O
f l P
Standard
4' 5'
6' 6'
6' 11'
8' 8'
9' 3'
10, 11'
11' 5'
13' 7'
14' 0'
14' 0'
14' 0'
#1
4' 10'
8' 0'
8' 3'
9' 5'
9' 9'
ill 2'
11' 8'
14' V-1
14' 0'
14' 0'
14' 0'
S P
#2
4' 8'
7' 11'
8' 2'
9' 4'
9' 8'
11' 1'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
d
DPLStud
#3
6'
6' 10'
7' 3'
9'1'9'
7'
I1' 0'
11' 6'
14' 0'
14' 0'
14' 0'
14' 0'
4' 6'
6' 10'
7' 3'
9' 1'
9' 7'
11' 0'
IS' 6'
14' 0'
14' 0'
14' 0'
14' 0'
Standard�4'
4' 5'
6' V
6' 5'
8' 1'
8' 7'
10' 11'
11' 5'
12' 8'
137'
14' 0'
14' 0'
Bracing Group Species and Grades,
Group At
S ruce-Pine-Fir Hen -Fir
#1 / #2 IStandard #2 1 Stud
#3 1 Stud I 1 #3 IStandarall
Dou las Fir -Larch Southern Pinerrr
#3 #3
Stud Stud
Standard Standard
Group Bi
Hem -Fir
#1 & Btr
#1
Dou Ins Flr-Larch Southern Plnerrr
#1 #1
#2 #2
lx4 Braces shall be SRB (Stress -Rated Board),
rrFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards, Group B
values may be used with these grades.
Gable Truss Detail Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
About Attach 'L' braces with 10d (0.128'x3,0' min) nails,
X For (1) 'L' brace, space nails at 2' o,c.
able Truss In Is' end zones and 4' o,c, between zones,
lK)KFor (2) 'L, braces. space molls at 3' o,c,
Diagonal brace options ,- In 18' end zones and 6' o,c, between zones,
vertical length may be
doubled when diagonal 18' )K 'L' bracing must be a minimum of 807 of web
brace Is used, Connect L. member length,
diagonal brace for 690# 'L'
at each end. Max web Brace Gable Vertical Plate Sizes
total length Is 14'. W)K Vertical Len th No Splice
2x6 DF-L #2 or Less than 4' 0' 2X4
better diagonal T '+' 9'l$'{ Greater than 4' 0', but 4X4
Vertical length shown bracer single 8, �, q lI'"' less than 12' 0'
In table above, or double cut ��,+� as s�r
45' (as shown) at ri L 61 �.. + Refer pl common truss design for
upper end.j " ";. peak, splice, and heel plates.
ntlra �0s Be ring, Refer to the Building Designer for conditions
Connect diagona at mat addressed by this detall.
midpoint of vertical web. Refer to chart bovfo> x4 tica„ leng
—WARNINCdn READ AND FULLOV ALL NOTES ON THIS DRAWWGI f w REF ASCE7-10-GAB16030
PtR
"DTANNTo FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLER �$ sd e
Trusses require extreme core In fabricating, handling, shipping, installing and bracing, Ref, 1,a nmrl�u1� DATE 10 �01�14
follow the latest edtlon of SCSI (BuOding Component Safety Information, by TPI and SBCA) f sgf/t1w
gactices prior to performing these functions. Installers shall provide taeporary brocin0 pl SCSI,
Unless noted otherwise, top chord shop have properly attached structural shag hlno on ntro b0 o,i } ; O oa DRWG A16030ENC101014
shot( have n properly attached rlold ce0trt lestr p, Locctlons shown for per ri f�i�s 3 4.
a, shall have bradng Installed per HCSI sections 83, 117 or BIO, as applicable. Apply plates to en
A LPI N E of {ruse and position as shorn above and on the Joint Details, unless noted o herrlce.
Refer to drawings 16OA-Z for standard plate positions, �. a@ g D�`gN w� �
Alpine, a dlvislon of ITV Building Components Grouupp Inc shall not be responsible for anyy, deviation lror. egygy aa�cg
this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handing, shIppinp � i ;. MAX, TOT, LD, 60 PSF
AN ITW COMPANY Installation L bracing of trusses.
A seal on this drawing or cover pa lhitMq this drawing, YxRcntes acceptance of' professtannl
514 Earth City Expressway erginee�q re solely for ttw dealpn shown The svltublUty and use of this drawing
Suite 242 far any s3ructw tM respansbMlty of the Bulldhg Dedgner per ANSI/TPI I Sect.
Earth City, MO 63045 For more Information see this Job's general notes paoe and these web sites MAX, SPACING 24,Oe
ALPINE] wwwalpineltecoml TPD wwwApinst.orgl SBCAI www.sbc dustry,orgl ]CC, wwwkcsafe.org
t
CL.R Rein -Forcing Member Substitution
T-Reinforcement
This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf,
Is specified on a truss design but an alternative web L-Reinforcement: or
reinforcement method Is desired, L-Reinf,
Apply to either side of web narrow face,
Noted Attach with 10d (0,128'x3,0',m1n) nails
at 6' o,c Reinforcing member Is
a minimum 80% of web
This detail Is only applicable for changing the specified CLR member length.
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Use scabs Instead of L- or T- reinforcement on webs with Intersecting
truss ,Joints, such as K-web ,Joints, that may Interfere with proper N N
application along the narrow face of the web,
T-Reinf, L-Reinf,
Web Member
Specified CLR
Alternative Relnforecement
Size
Restraint
T- or L- Reinf,
Scab Reinf,
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4010
2x8
1 row
2x6
1-2x8
2xB
2 rows
2x6
2-2x6010
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
010 Center scab on wide face of web, Apply (1) scab to each
face of web,
LPINE
AN ITW COMPANY
514 Earth City Expressway
Suite 242
Earth City, MO 63045
Scab Reinforcementl
Apply scab(s) to wide face. of web.
No more than (1) scab per face,
Attach with 10d (0,128'x3,0',min) nails
at 6' o,c, Reinforcing member is a
minimum 80% of web member length.
MWARNINOss READ AND FOlAV ALL DIES 13N TMS DRAWING
KNOPOlTARTM FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE BW
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Reft
folios the latest edition of BCSI ®uading Component Safety Information, by TPI and SBCAI fc u
practices prlor to performing these functions. Installers shall provide temporary bradng pr
Unless noted otherwise, top chord shall have properly attached structural shea wng and bo a
shall have a properly attached rlgld ceiling. Locatloro shown for permanent lateral restrain i
shall have bradng Installed per SCSI sections 113, B7 or 310, as eppllcable. Applyy plates to ea
of truss and ritlan as shown above and on the Joint Detalls; unless noted otherwise.
Refer to drawings 160A-Z for standard plate posklons�
Alpine, a division of ITV Building Components Group Inc. shall not be responsible for an devlati
this drawing, any failure to buRd the truss In conformance with ANSI/TPI 1, or for handling, ship;
Installation 6 bradng of trusses.
A seal on this drawing or cover page UstI g this drawing, Indicates acceptance of professional
engFasrinp re y sdely for the dw shown. The suitability and use of this drawing
For ony siruct the resporv�lUty oP tiv Buldi g Designer per ANSI/TPI 1 SecZ
For more information see this Job's general notes ppope and these web sltes-
ALPINEi swsalpineltw.conl TPD www.tpinst.orgl SECA, www,sbclndustryorgl ICC, wwwJccsafe.org
Scab
®sac os;s�6�g /I"
GI
TC LL PSF
REF CLR Subst,
DATE 01/02/19
TC DL PSF
TE �* °��
BC DL PSF
DRWG BRCLBSUB0119
BC LL PSF
TOT, LD, PSF
DUR, FAC,
SPACING
downenthas been electrorricallyslgned
sealed using a Digital Signabae. Printed
is without an original signature must be
ed using the original electronic version.
e
ALPINE
AN rrW COMPANY
COA #0 278
08/24/2020
Alpine, an ITW Company
6750 Forum Drive, Suite 305
. Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site'Information: = ;.,. ..
page 1'
Customer: Central Florida Truss, Inc.
Job Number: 20-0257
Job Descri tion: /ADAIR GARCIA / /RESIDENCE
Address: XXXX JOHNSTON ROAD, Ft PIERCE FL
Job=;En ineerin Criteria: _.
Design Code: FBC2017RES
Inte/IiVIEW Version: 17.02.01 through 17.02.01 A
JRef A 1 WY37610015
Wind Standard: ASCE 7-10 Wind Speed (mph): 160.000000
Roof Load (psf): 20.00- 7.00- 0.00-10.00
Building Type: Closed
Floor Load sf : None
This package contains general notes pages, 62 truss drawing(s) and 6 detail(s).
Item ,
'Drawing Number
1
237.20.1206.42290
T1
3
237.20.1206.43071
T3
5
237.20.1206.42212
T5
7
237.20.1206.42291
T7
9
237.20.1206.42073
T9
11
237.20.1206.43026
T11
13
237.20.1206.42948
T13
15
237.20.1206.42166
T15
17
237.20.1206.42884
T17
19
237.20.1206.42540
T19
21
237.20.1206.43025
T21
23
237.20.1206.43102
T23
25
237.20.1206.42837
T25
27
237.20.1206.42947
T27
29
237.20.1206.42697
T29
31
237.20.1206.42588
T31
33
237.20.1206.42493
T33
35
237.20.1206.43320
T35
37
237.20.1206.43369
T37
39
237.20.1206.43166
T39
41
237.20.1206.42275
T41
43
237.20.1206.42057
T43
45
237.20.1206.42056
T45
47
237.20.120$:43165
T47
49
237.20.1206.43212
T49
51
237.20.1206.43056
J1
Item ,'
DrawingNurriborl
Truss
2
237.20.1206.42900
T2
4
237.20.1206.42791
T4
6
237.20.1206.42946
T6
8
237.20.1206.42852
T8
10
237.20.1206.43117
T10
12
237.20.1206.43086
T12
14
237.20.1206.42836
T14
16
237.20.1206.42728
T16
18
237.20.1206.42103
T18
20
237.20.1206.42306
T20
22
237.20.1206.41979
T22
24
237.20.1206.41978
T24
26
237.20.1206.42431
T26
28
237.20.1206.42667
T28
30
237.20.1206.42402
T30
32
237.20.1206.42182
T32
34
237.20.1206.43195
T34
36
237.20.1206.43196
T36 Aft
38
237.20.1206.42666
T38
40
237.20.1206.42618
140
42
237.20.1206.42635
T42
44
237.20.1206.43149
T44
46
237.20.1206.42104
T46
48
237.20.1206.43259
T48
50
1237.20.1206.43305
T50
52
237.20.1206.42403
1 J2
Florida Certificate of Product Approval #FL1999
Printed 8/24/2020 1:50:55 PM
C_i
0"W""Ri TWs document has been etecbonicaWsigned
and seated using a 010W Signature. Printed
�,LS FLU copies Y&mut an original signature must be
�......a0 r verified using the odginaletectronicversion.
's
No. 648
STATE OF c
41
lo�lAt
COA #0 278
08/24/2020
ALPINE
AN ITW COMPANY
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone:(800)755-6001
www.alpineitw.com
Sitelnformation: ;_ .,
Pa a 2:,
Customer: Central Florida Truss, Inc.
Job Number: 20-0257
Job Descri tion: /ADAIR GARCIA / /RESIDENCE
Address: XXXX JOHNSTON ROAD, Ft PIERCE, FL
Item.,
Drawing Nuinber
Truss'
53
237.20.1206.43273
J3
55
237.20.1206.42462
K2
57
237.20.1206.42105
C1
59
237.20.1206.42993
C3
61
237.20.1206.42713
C5
63
A16015ENC101014
65
DEFLCAMB1014
67
A16030ENC101014
,Item
Drawing Number.. ,
Truss
54
237.20.1206.42743
K1
56
237.20.1206.43368
K3
58
237.20.1206.42401
C2
60
237.20.1206.42510
C4
62
237.20.1206.42213
C6
64
BRWEBLOK1014
66
GBLLETIN0118
68
BRCLBSUB0119
Florida Certificate of Product Approval #FL1999 Printed 8/24/2020 1:50:55 PM
SEQN: 82972 / SPEC
Ply: 1
Job Number: 20-0257
Cust: R 761
JRef:1WY37610015 T19
FROM:
Qty: 1
/ADAIR GARCIA //RESIDENCE
DrwNo: 237.20.1206.42290
Truss Label: T1
AK / WHK 08/24/2020
6'0'8 i 10'3'4 i 13W41 16' i 187'1� 21'8'1Z, 2511'14 i 30'9'7
3T4' �7W
6'0'8 4'2'12 3.1. 271 27.12 3'1'
4., 1 4.K
6'6'9
-_5X8 1111.5X4 =5X8
=-3X3 =-3X8 =3X3
C D E F
G
12
6 F711 T
k�5X5
B S T U V
H
3X8
g4X8 a
I
o
A o
T 10.10.8
W1
= w,
T�
J
K
Q 131 n3X8 P 1112X4 O N M L
112X6 =4X4 113X3 013X3 B4 =5X5 1112X6 =3X4(B1)
1112X4
=—HO510 1U3X3 =3X8
31'0'3
6713 —�
5'9' 4'9"11 10,1018 4'9"11 4'9"3
6'3'13
5'9' 10'6'12 21'5'4 26'2'15 31'0'3
377'4'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.334 O 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
R 1568 /- A
/752 /585 /306
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.567 O 655 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.111 O - -
L 1860 A P
/1249 /600 A
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL : 0.206 N
( )
X 688 A A
/400 /346 A
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Cree Factor: 2.0
P
Wind reactions based on
MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.592
R Brg Width = 7.6
Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.738
L Brg Width = 7.6
X Brg Width = 7.6
Min Req = 2.2
Min'Req = 1.5
Spacing: 24.0 "
P 9
C&C Dist a: 3.73 ft
Rep Fac: Yes
Max Web CSI: 0.672
Bearings R, L, & J are a
rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have
forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
A-B 1131 -1597
F-G 1682 -1971
Top chord 2x4 SP #2
B - C 1321 -1799
G - H 1341 -1776
Bot chord 2x4 SP #2 :B1, B4 2x4 SP 2250f-1.9E:
C - D 1723 -2014
H - I 1253 -1484
Webs 2x4SP#2:W1,W172x6SP#2:
D-E 1857-2147
I-J 751 -851
Plating Notes
E- F 1857 -2147
All plates are 3X4 except as noted.
Maximum Bot Chord Forces Per Ply (Ibs)
Loading
Chords Tens.Comp.
Chords Tens. Comp.
Attic room loading from 10-6-12 to 21-5-4: Live Load:
Q - P 1391 -672
M - L 783 -584
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
N - M 1294 -651
L - J 787 -605
0 PSF
Truss designed for sleeping room only. No waterbeds
Maximum Web Forces Per Ply (Ibs)
permitted. Provide information to contractor,
Webs Tens.Comp.
Webs Tens. Comp.
architect, and bldg owner. Trusses to be visibly e,fNffJ�
stamped to indicate 30.00 psf MAX LL.
A - R 1112 -1501
A - Q 1480 - 979
V - G 560 -532
N - H 486 - 62
JFFF
Purlins moan"*°°""roa�t� 6�r,
Collar -tie braced with continuous lateral bracing at w j®� °
Q-B 418 -632
C - S 404 -171
W-N 392 -173
W - G 396 -177
ocr
24" oc. or rigid ceiling. aea
C - T 519 -525
H - M 471 - 804
—
Wind '
S - P 402 -167
T-U 529 -503
M -1 1296 -797
I-L 1282 -1692
Wind loads based on MWFRS with additional C&C a°
member design. x
U - V 498 -501
Left end vertical not exposed to wind pressure.
Right bottom chord exposed to wind.OF
��
Additional Notes
p
Refer to General Notes for additional information�e
�"k
COA #a, -7
08/24/2020
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing., Refer to and follow the latest edition
functions.
of BCSI (Building
Component Safety Information, byy TPI and SBCA) fo'r satPety practices pnor to performing these Installers shall provide tempora
bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erVy
attached d id ceilincl Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or �10,
_
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
kefer to
drawings 160A-Z for standard plate positions.
ALPINE�
Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSI 1, for handling, shipping, installation and bracing of trussesA seal on this drawing or cover
wmwcw,e
conformance with or
listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown.
drawing,
ANSVTPI 1 Sec.2.305
page..
The suitability
6750 Forum Drive
Suite For
and use of this for any structure Is the responsibility of the eullding Designer per
For more information see this job's general notes page and these web sites: ALPINE: www.al ineltw.com: TPI: www.t inst.o • SBCA: www.sbcindust xom; ICC: www.iccsafe.org
Orlando FL, 32821
SEQN: 82967/ SPEC
Ply: 1
Job Number: 20-0257
Cust:R761
JRef:1WY37610015 T23 !
FROM:
Qty: 1
/ADAIR GARCIA //RESIDENCE
DrwNo: 237.20.1206.42900
Truss Label: T2
AK / WHK 08/24/2020
6'0'1 10'11'8 '4 16' 19'8'12 21'p}'8 25'11'14 3097
} + +
31 '4'
1'3 1� 2 3'6'12 W12 1 1'15-2 4'117 4'9'8
6'6'9 V
SX8 "XB
®3X4� I4 �3X6
—_3X
�3X4 �3%8 s3X4
=3X3 D E F_3X3
C G
12
6I?
8%5 5 T U V N 45X5
H
g4%6
msx8 I
A
T 10'1' w,
W1
J
1
K
112X6 e4Q4 B7 _3%8 03X3 112X4 II13x3 1113X3N Bd M L
`=5X5 B2%6
m3X4(Bl)
912X4 m3Xa
=H0310
31'0'3
6'3'13
Z1 4'9'3
! + +
'
21'0'8 26'2'15 31'0'3
37'4' 7'4'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.265 O 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
R 1534 /- /-
f768 /581 /347
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.461 O 807 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.128 P - -
L 1898 /- P
/1348 /669 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.212 P
X 659 /-119 A
/460 /376 A
Code / Misc Criteria
NCBCLL: 00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on
MWFRS
Soffit: 2 . 00
TCDL: 4.0 psf
BCDL: 4.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.626
R Brg Width = 7.6
Min Req = 1.5
= 2.2
Load Duration: 1.25
psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.648
L Brg Width = 7.6
X Brg Width = 7.6
Min Req
Min Req. 1.5
Spacing: 24.0 "
C&C Dist a: 3.73 ft
Re Fac: No
P
Max Web CSI: 0.664
Bearings R, L, 8 J are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
A-B 1124-1562
F-G 1057 -1199
Top chord 2x4 SP #2
B - C 1323 -1749
G - H 1370 -1719
Bot chord 2x4 SP #2 :131, B4 2x4 SP 2250f-1.9E:
C - D 1124 -1255
H -1 1277 -1426
Webs 2x4SP#2:W1,W172x6SP#2:
D-E 1179-1276
I-J 770 -957
Loading
E - F 1179 -1276
Attic room loading from 10-11-8 to 21-0-8: Live Load:
Maximum Bot Chord Forces Per Ply (Ibs)
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
Chords Tens.Comp.
Chords Tens. Comp.
0 PSF
Truss designed for sleeping room only. No waterbeds
Q - P 1359 - 663
M - L 888 -698
permitted. Provide information to contractor,
N - M 1239 -671
L - J 895 -723
architect, and bldg owner. Trusses to be visibly
stamped to indicate 30.00 psf MAX ILL.
Maximum Web Forces Per Ply (Ibs)
Purlins vyttfft�y
Webs Tens.Comp.
Webs Tens. Comp.
Collar -tie braced with continuous lateral bracing at ga g
24" oc. or rigid ceiling. , E
A- R 1125 -1470
A - Q 1447 - 966
V - G 480 -552
N - H 474 -93
Q-B 413 -696
G-W 432 -138
,a�p9p�oa�aaekqi�a
Wind
a�i�`IV $$�
S-C 392 -150
W-N 439 -145
goo
Wind loads based on MWFRS with additional C&C a° ®�
S - P 398 -156
H - M 485 -815
member design. f ."�
Left end vertical not exposed to wind pressure.
C - T 477 -523
T - U 340 -383
M - 1 1378 -829
I - L 1331 -17264
ace.
Right bottom chord exposed to wind. a m
U - V 439 -545
Additional Notes
Refer to General Notes for additional information STATE OF
COA
08/24/2020
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
shipping,
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
functions. Installers temporarryy
Component Safety Information, by TPI and SBCA) fo'r sa practices prior to performing these shall provide
bracing BCSI. Unless noted oYherwise,top chord shall have attached structural sheathing and bottom chord shall
have a propperly
per properly
attached H ld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
Apply to face truss and as shown above and on the JoinCDetails, unless noted otherwise. (Refer to
�
as applicable. plates each of position
drawings 160A-Z for standard plate positions.
ALPINE
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure
truss in ANSI q P1 1, for handling, installation and bracing of trussesA seal on this drawing
to build the
or cover
u mvcoAvaxr
conformance with or shipping, page , ,
listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability
and use of this g►awing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec. 2.
6750 Forum Drive
Suite 305
For more information see this lob's eneml notes page and these web sites: ALPINE: www.al Ineltw.wm; TPI: www.t inst.o ; SBCA: www.sbcindust .mm: ICC: www.iccsafe.o
Orlando FL, 32821
SEQN: 829621 SPEC
Ply: 1
Job Number: 20-0257
Cust: R 761
JRef:1 WY37610015 T22 /
FROM:
Qty: 1
/ADAIRGARCIA//RESIDENCE
DrwNo: 237.20.1206A3071
Truss Label: T3
AK / FV 08/24/2020
6'0'1 1011'I 143'4 1T8'12 27'0'B� 25'11'14 30'97
�17*1' 4'
4'11'7 3'3'12 3'S'8 I 3'3'12+ 4'9'8
9SX8 t5X5
a3X4 -3X8
D E
g3%4 �3X4
g3%3 =3%3
12 C F
6 p
g5X5 R 5 T U m5X5
B G
'34X6
g SX8 H
A
T 10'1'
w,
mw1
I
I
IB2X6 =4X4 B1 =3X8 m3X3 N2%4 3X3 113X3M L K
=5X5 1112%6
=3X4(81)
1112X4 =3X8
-H0310
31'0'3
63'13
1011, 627 4'9'3
6'313 p'
21'0'e + 26275 I' 37'0'3 }
07W
11
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.264 N 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
Q 1536 /- /-
f783 /580 /387
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.462 N 806 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.150 N - -
K 1904 /- /-
/1443 /761 /-
Des
EXP: C Kzt: N
()A HORZ TL 0.216 N
V 668 P124 A
/544 /411 /-
Code / Misc Criteria
.00
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on
MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL:4.0 psf
P
BldgCode: FBC 2017 RES
Max TC CSI: 0.630
Q Brg Width = 7.6
Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.653
K Brg Width = 7.6
V Brg Width =
Min Req = 1.2
Min Req = 1.5
Spacing: 24.0 "
P 9�
C&C Dist a: 3.73 ft
Rep Fee: Yes
Max Web CSI: 0.648
I are
Bearings Q, K, & I are a rigid
surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
A-B 1123-1563
E-F 852 -904
Top chord 2x4 SIP #2
B - C 1310 -1751
F - G 1377 -1723
Bot chord 2x4 SP #2 :B1, B4 2x4 SIP 2250f-1.9E:
C - D 893 -937
G - H 1258 -1434
Webs 2x4SP#2:W1,W152x6SIP #2:
D-E 832 -771
H-1 938 -1128
Loading
Attic room loading from 10-11-8 to 21-0-8: Live Load:
Maximum Bot Chord Forces Per Ply (Ibs)
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
Chords Tens.Comp.
Chords Tens. Comp.
0PSF
Q-P 412 -368
L-K 1035 -843
Truss designed for sleeping room only. No waterbeds
P - O 1360 - 646
K - 1 1046 - 872
permitted. Provide information to contractor,
M - L 1246 -655
architect, and bldg owner. Trusses to be visibly
stamped to indicate 30.00 psf MAX LL.
Maximum Web Forces Per Ply (Ibs)
Purlinsr g13ttf9/ttzt
Webs Tens.Comp.
Webs Tens. Comp.
Collar -fie braced with continuous lateral bracing at,*�1 1
24" oc. or rigid ceiling. to K
A - Q 1158 -1471
A P 1447 944
T - F 612 -719
M G 479
��,paoawyro o
'°a®
- -
P - B 407 - 697
- -124
F - U 453 -180
Wind s4 f �� �>
R - C 390 -140
U - M 452 -180
�e`®
Wind loads based on MW FRS with additional C&C r
R - O 391 -141
G - L 448 - 817
member design, a
C - S 605 -783
L - H 1383 - 765
�q
Left end vertical not exposed to wind pressure. (j, �6'S'8
S - T 545 - 692
H - K 1269 -1732
Right bottom chord exposed to wind. A (�
�
n
Additional Notes
Refer to General Notes for additional information 00�144 ( TE OF
,f
NAV
COA #0
08/24/2020
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition
of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanentlateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
Apply fates to face truss the Join Details, (2efer to
as applicable. each o and position as shown above and on unless noted otherwise.
drawings 160A-Z for s�andard plate positions.
ALPINE
Alpine, a division of ITW Buildi?/$ Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSI 1, for handlia installation bracing trussesA this drawing
nxnwcomaurc
conformance with or shipping, and of seal on or
listing this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown.
this drawing,
for Is the the Building Designer ANSI/TPI 1 Sec.2.
cover page , ,
The suitability,
6750 Forum Drive
Suite 305
and use of any structure responsibility of per
For more Infonnatlon see this job's general notes page and these web sites: ALPINE: www.al lneitw.com; TPI: www.t inst.or : SBCA: www.sbcindus .com:
ICC: www.icesafe.org
Orlando FL, 32821
SEQN: 829261 SPEC
Ply: 1
Job Number., 20-0257
Cust: R761
JR&AWY37610015 T20 !
FROM:
Qty: 1
/ADAIR GARCIA //RESIDENCE
DrwNo: 237.20.1206.42791
Truss Label: T4
AK / WHK 08/2412020
I— 711'41
716'01'8 I 4'10'185 51'60a I 5'0'0'8'a I 1794 '87
3'4 4514a I
=SX5
a3Ea
6r4•
91'4
12 %3 3 8 a3%3
6 D F
s37CW S T u %5G
s+ W1.5x4 65X12
A B
T FO �4H
H
10.1t '
Wi
;'
J
1
�94'
M
P B1 =3X8 11 112X4 N 12X4 B4 L K
�6%6 101.5X4 =3X4 I13X3 R3X3 =5X5 102X6
�3X4(B7)
.H0310 -3X8
31'0'3
6'3.13
2'9'8 r11'a 5'27 101• S'27 4' 3
2'R 5'9' 10'11'a 21'0'a 262'15 31'0.3
6'3'13
3314' 7'4•
O'1'671
tReactions
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT:NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.262 N 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
R 1539 /- A
1726 /585 /405
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.463 N 803 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.163 N - -
K 1915 /- P
/1474 /801 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL): 0.233 N - -
V 685 /-133 /-
/591 /414 /-
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 It
Creep Factor: 2.0
Wind reactions based on
MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
BldgCode: FBC 2017 RES
Max TC CSI: 0.642
R Brg Width = 7.6
Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.662
K Brg Width = 7.6
V Brg Width = 7.6
Min Req = 2.3
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.73 ft
Rep Fac: Yes
Max Web CSI: 0.739
Bearings R, K, & I are a rigid
surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have
forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
B - C 1189 -1507
F - G 1334 -1733
Top chord 2x4 SP #2
C - D 135B -1752
G - H 1180 -1450
Bot chord 2x4 SP #2 :B1, B4 2x4 SP 2250f-1.9E:
D - E 795 -768
H - 1 1003 -1222
Webs 2x4SP#2:W1,W152x6SP#2:
E-F 791 -772
Loading
Attic room loading from 10-11-8 to 21-0-8: Live Load:
Maximum Bot Chord Forces Per Ply (Ibs)
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
Chords Tens.Comp.
Chords Tens. Comp.
0 PSF
R - Q 969 - 463
M - L 1260 - 586
'Truss designed for sleeping roam only. No waterbeds
Q - P 967 -464
L- K 1115 -898
permitted. Provide information to contractor,
P - O 1345 -670
K - I 1129 -929
architect, and bldg owner. Trusses to be visibly
stamped to indicate 30.00 psf MAX LL.
Maximum Web Forces Per Ply (Ibs)
Purlins �;fi41§i�tlgig3
Webs Tens.Comp.
Webs Tens. Comp.
Collar -tie braced with continuous lateral bracing at y7p�
24" oc. or rigid ceiling. , aw®ant lj�Y
R - B 1346 -1736
B - P 659 -438
M - G 494 -151
F - U 473 -205
«
E A aG� ` !kll
Wind +d�a�
P - C 359 - 643
S-D 375 -96
U - M 472 - 204
G-L 391 -820
Wind loads based on MWFRS with additional C&C �o
S - O 375 -96
L - H 1389 -663
member design. 4
No. 64
D - T 690 -974
H - K 1163 -1742
Left end vertical not exposed to wind pressure. a a
Right bottom chord exposed to wind.
T - F 668 -842
Deflection STATE OF q
Max JT VERT DEFL: LL: 0.26" DL: 0.28". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Additional Notes
#(
Refer to General Notes for additional information CCIA x
a m Uma
08/24/2020
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handiin shipping, installing and bracing., Refer to and follow the latest edition
of BCSI (Building
Component Safety. Information, byy TPI an SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a progeny
attachertri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq ins�alled per BCSI sections B3, B7 or �10,
_
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to
drawings 160A-Z for sandard plate positions.
ALPINE�
Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSI PI 1, for handling, bracing trussesA this drawing or cover
wawcamaxr
conformance with or shippintq, Installation and of seal on
listing this drawing indicates acceptance of proiessiiona engineering responsibility solely for the design shown.
of this gnawing for structure is the of the Building Designer ANSUTPI 1 Sec.2.
pa�e • •
The sui ability
6750 Forum Drive
Suite 305
and use any responsibility per
For more Infonnadon see this job's general notes page and these web sites: ALPINE: www.al Ineitw.wm: TPI: www.l inst.o : SBCA: www.sbcindus .com:
ICC: www.iccsafe.o
Orlando FL, 32821
SEQN: 82931 / SPEC
Ply: 1
Job Number: 20-0257
Cust: R761
JRef:1WY37610015 T24
FROM:
Qty: 1
/ADAIR GARCIA/ /RESIDENCE
DrwNo: 237.20.1206.42212
Truss Label: T5
AK / WHK 08/2412020
4'11'4 W11'8 16' 21'08 11'14 30'97
4'11'4 + 6'0'4 I S'0'8 + 5'0'8 } 254'11'7 I 49'8 I
=5X5
�3D
2
6 a3X4 43%4
3X3 =3
3T4' 11"
56'9 b
O E
T %5X5
B1.SX4 25%121SRS R S F
A 6
V
n 04X6
W G
SO
H 10'1"
W13 M
1 W7
P O B1 =3X8 N 012X4 M 112X4 B3X3L B4 K Flj
=6X6 111.5X4 IBM 113X3 =5X5 112X6
a1-10310 -3%8
m3X4(B7)
31'09
61'13
4-2Sr 3419'0'3'
101'8 2'8 8
3T43
T4'4e
i—�
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.263 M 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
p 1541 A A
1689 /591 /393
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.463 M 804 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.161 M - -
J 1920 /- A
/1458 1796 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL : 0.239 M
( )
T 695 A137 A
1586 /397 A
Code / Misc Criteria
NCBCLL: 00
Mean Height: 15.00 ft
CreepFactor: 2.0
Wind reactions based on
MWFRS
2.
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.645
P Br Width = 7.6
9
Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.665
J Brg Width = 7.6
T Brg Width = 7.6
Min Req = .3
1
Min Req = .5
Spacing: 24.0 "
C&C Dist a: 3.73 ft
Rep Fac: No
Max Web CSI: 0.833
Bearings P, J. & H are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have
forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
B - C 1339 -1770
E - F 1303 -1738
Top chord 2x4 SP #2
C - D 78B -765
F - G 1144 -1457
Bot chord 2x4 SP #2 :B1, B4 2x4 SP 2250f-1.9E:
D - E 773 -768
G - H 970 -1211
Webs 2x4 SP #2 :W 1, W 13 2x6 SP #2:
02 2x4 SP 2250f-1.9E:
Maximum Bot Chord Forces Per Ply (Ibs)
Loading
Chords Tens.Comp.
Chords Tens. Comp.
Attic room loading from 10-11-8 to 21-0-8: Live Load:
P - O 1273 -606
K - J 1105 - 869
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
O - N 1271 -606
J - H 1119 -900
0PSF
L-K 1266 -597
Truss designed for sleeping room only. No waterbeds
permitted. Provide information to contractor,
architect, and bldg owner. Trusses to be visibly
Maximum Web Forces Per Ply (Ibs)
stamped to indicate 30.00 psf MAX LL.
Webs Tens.Comp.
Webs Tens. Comp.
Purlins .0 �, IV#,
braced with continuous lateral bracing at °Aydctl'
P - B 1487 -1881
B - N 414 -126
C - R 738 -988
E - S 478 -199
S - L 477 -198
F - K 368 -822
24" o . o $aa�e° 1
24" oc. or rigid ceiling. .° `�f'�i
R - E 704 -850
K - G 1393 -621
Wind ���` ��
Wind loads based on MWFRS with additional C&C "s
L-F 497 -150
G-J 1118 -1747
member design. o. 6 e
9 `�,
Left end vertical not exposed to wind pressure.
Right bottom chord exposed to wind. °
Deflection , n® '
Max JT VERT DEFL: LL: 0.26" DL: 0.28". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof. e mwx m t"i
o
Additional Notes
Refer to General Notes for additional information co
08/24/2020
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , handlin shi ping, installing and bracing. Refer to and follow the latest edition of SCSI (Building
Component Safety Information, b TPI ang SBCA) fo'r sa�ety practices pnor to performing these functions. Installers shall provide tempora
bracing per BCSI. Unless noted o){herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propevery
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections
B3, B7 or B10,
kefer
as applicable. Applyplates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise.
drawings 160A-Z for standard plate positions.
to
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSI II PI 1, for handling, installation bracing trussesA this drawing
.—M—
conformance with or shipping, and of seal on or
listing this drawing,indicates acceptance of proressionaf engineering responsibility solely for the design shown.
and use of thisawing for any structure Is the responsibility of the engineering
Designer per ANSI/TPI 1 Sec.2.
cover page, .
The suitability
6750 Forum Drive
Suite 305
For more information see this job's general notes page and these web sites: ALPINE: www.al 1neltw.mrn; TPI: www.t Instxr ' SBCA: www.sbcindus .com:
ICC: www.lccsafe.org
Orlando FL, 32821
SEQN: 82936 / SPEC Ply: 1 Job Number: 20-6257 Cust R761 JRef:1WY37610015 T28
FROM: Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42946
Truss Label: T6 �AK / WHK 08/24/2020
P
66'114 10'1a1'6 i 16I 210'6 '11.14 3a0s6a TT
'1r.4 I a'osoa s'o6 I� , 4'
-�1619
=5xs
�3X4 a3X8
D
-" mH0310 ®4�4
111.5X4
UEZ
6'3.13-i
68.8 4'2• 10'1' 6'2.7 4" 6'3'13 p'
r 69.8 + 10'11'826'2'i6 f 31'0'3 + 3T4' 3T4•
W:11
Loading Criteria (psf)
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.73 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :B1, B4 2x4 SP 2250f-1.9E
Webs 2x4 SP #2 :W 1, W 13 2x6 SP #2:
:W2 2x4 SP 2250f-1.9E:
Loading
Attic room loading from 10-11-8 to 21-0-8: Live Load:
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
0 PSF
Truss designed for sleeping room only. No waterbeds
permitted. Provide information to contractor,
architect, and bldg owner. Trusses to be visibly
stamped to indicate 30.00 psf MAX LL.
Purlins
Collar -tie braced with continuous lateral bracing at
24" oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Right bottom chord exposed to wind.
Deflection
Max JT VERT DEFL: LL: 0.26" DL: 0.28". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.263 M 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.463 M 803 240
P 1532 /- /- /644 /581 /382
Snow Duration: NA
HORZ(LL): 0.146 M - -
J 1919 /- /- /1421 1747 /-
HORZ(TL): 0.229 M
T 667 /-136 /- /516 /350 /-
Code / Misc Criteria
Creep Factor: 2.0
Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES
Max TC CSI: 0.644
P Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.657
J Brg Width = 7.6 Min Req = 2.3
Rep Fac: No
R
Rep
Max Web CSI: 0.753
T Brg Width = 7.6 Min Req = 1.5
Bearings P, J, & H are a rigid surface.
5(0)
FT/Members
not listed have forces less than 375#
Plate Type(s):
WAVE, HS
VIEW Ver: 17.02.01A.1115.21
EN
a
a
No. 648
.�E OF
j
-34RR 0
cony
08/24/2020
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, by TPI an SBCA) r sa shipping,
practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted ovherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro of y
qid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or �10,
11e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to
60A-Z for standard plate positions.
of
1ri 1,orrorn
acceptance
any structure
his drawing,any failure to build the
on this drawing or cover pa e ,
Le design shown. The sui gab111ty
ALPINE
NE
NJIIWCOM
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 82939 / SPEC
Ply: 1
Job Number: 20-0257
Cust R 761
JRef:1WY37610015 T21 /
FROM:
Qty: 1
/ADAIR GARCIA/ /RESIDENCE
DrwNo: 237.20.1206.42291
�AK
Truss Label: T7
/ WHK
08/24/2020
45
f T33'.4r1 4 + ''11' 4 I 011'8 1'.8 2S1O0'88 11.14 f' 088
342'0.44 5417 4'e
3T4• IT
66.9 4'
=5%5
=3%8
F
12 m3X3 .3X3
6 p E G
05%5 =4X4 65X5
B C D
®3Xfi
A T U V H
m I w
�44X6
I
20
1 6r
wt
wts
K
�9'4•
SM R B1 Q =3X8 P II12X4 01112X4 H B4 M L W
1112X6 =5X8 =4X4 1113X3 m3X3 ®3X3 =5X5 1112X6 =a%4(B1)
.H0310 .3X8
3173
6713 —�
2'S•+ '""I'+ 2'3'i$5'27 4'93
6'3.13
r• +
2'S BT72 1011 B 2109 26715 31'0.3
3T4• T4'
TZI
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Def1/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.267 O 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
S 1538 /- /-
/648 /589 /383
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.474 O 785 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.134 O - -
L 1896 /- /-
/1380 /704 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL
( ): 0.224 O - -
W 669 /-118 /-
/473 /362 /-
Code / Misc Criteria
NCBCLL: 00
Mean Height: 15.00 ft
CreepFactor: 2.0
Wind reactions based on
MWFRS
Soffit: 2.00
2.
TCDL: 4.0 psf
BCDL: 4.0 psf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0.632
S Brg Width = 7.6
Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
:
TPI Std2014
Max BC CSI: 0660
.
L Brg Width = 7.6
W Brg Width = 7.6
Min Req = 2.
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.73 It
Rep Fac: Yes
Max Web CSI: 0.991
Bearings S, L, & J are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
A-B 471 -562
F-G 783 -780
Top chord 2x4 SP #2
B - C 489 -483
G - H 1316 -1729
Bot chord 2x4 SP #2 :131, B4 2x4 SP 2250f-1.9E:
C - D 1184 -1422
H -1 1109 -1441
Webs 2x4SP#2:W1,W162x6SP#2:
D-E 1375-1697
I-J 764 -983
:W4 2x4 SP 2250f-1.9E:
E - F 825 - 771
Loading
Attic room loading from 10-11-8 to 21-0-8: Live Load:
Maximum Bot Chord Forces Per Ply (Ibs)
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
Chords Tens.Comp.
Chords Tens. Comp.
0 PSF
S - R 436 - 294
N - M 1252 - 624
Truss designed for sleeping room only. No waterbeds
R - Q 1009 -350
M - L 909 -691
permitted. Provide information to contractor,
Q - P 1462 -675
L - J 918 -717
architect, and bldg owner. Trusses to be visibly
stamped to indicate 30.00 psf MAX LL.
�1r-t15b�"YsFi��
Maximum Web Forces Per Ply (Ibs)
Purlins �; f'
Collar -tie braced with continuous lateral bracing at
Webs Tens.Comp.
A - S 1243 -1534
Webs Tens. Comp.
U - G 678 828
24" oc. or rigid ceiling. s�a�®n"dr
"
A - R 1331 -1004
N - H 486 -113
t$�a� 7V*�0�
R-C 1005-1326
G-V 463 -163
Wind
1081 779
V N 462
a
Wind loads based MWFRS C&C✓`
C - Q -
- -162
on with additional
member design.
Q - D -1-86
H - M 374 -
{� �#
425
T-E 425 -86
641
M-I 1374 -641
Left end vertical not exposed to wind pressure.)
Right bottom chord exposed to wind. A a
T - P 427 -86
E - U 723 -956
I - L 1137 -1724
Additional Notes
Refer to General Notes for additional information°
COA #(�+
08/24/2020
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition
of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o) herwise,top chord shall have property attached structural sheathing and bottom chord shall have a progeny
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have brac'inccl1 installed per BCSI sections 63, B7 or 10,
_
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise.
drawings 160A-Z for standard plate positions.
fiefer to
ALPINE^
Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure
to build the
a wcoM, e
truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover, page
for the design The
6750 Forum Drive
Iisting this drawing indicates acceptance of ppro essIona engineering responsibility solely shown.
and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
suitability
Suite 305
For more Information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t inst.o ; SBCA: www.sbcindus .com:
ICC: www.leesafe.org
Orlando FL, 32821
SEQN: 82944! SPEC
Ply: 1
Job Number: 20-0257
Cust R761 JR&AWY37610015 T25 !
FROM:
Qty: 1
/ADAIR GARCIA/ /RESIDENCE
DrwNo: 237.20.1206.42852
�AK
Truss
Label: TS
/ WHK 08124/2020
4'3.4
4.3.4
pp•1r6
8'11'4 10T2g• i6' 27'0'B 25'11'74 3097
4'8' 1'8' SO.B I 5'0'B I 4'717 I 4'9'B I
3T4'
6'6'9 h'
12
6 p �5XB
]X8
G
g6mEW4
011.Sftle'll
%5XO4%6
J
1R
012%6 ad%4
a4V G 112X4 P 012XA G B4 N M
e4X4 103X3 113X3 103X.1 a5x5 MOW
a H0310 -3X8
-3X4(B7)
31'0.3
4'4'41903
6'313
63T34'73 p'
1
8 2701''01I +
6233BTI
12 011
4•44'4dl
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.266 P 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
T 1538 /- /-
/654 /582 /383
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.473 P 787 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.127 P - -
M 1892 /- /-
/1354 /682 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.221 P
X 671 /-115 /-
/451 /352 /-
Code / Misc Criteria
NCBCLL: 00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2 . 00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
Bldg Code: FBC 2017 RES
Max TC CSI: 0 .630
T Br Width = 7.6
9
Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.661
M Brg Width = 7.6
X Brg Width = 7.6
Min Req = .
1
Min Req = .5
Spacing: 24.0 "
C&C Dist a: 3.73 ft
Rep Fac: No
Max Web CSI: 0.932
Bearings T, M, & K are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
Laterally brace top chord below filler and bottom chord
A - B 717 - 848
G - H 838 -778
Top chord 2x4 SP #2
above filler at 24" o.c., including a lateral brace at chord
B - C 1125 -1255
H - 1 1343 -1730
Bot chord 2x4 SP #2 :B1, B4 2x4 SP 2250f-1.9E:
ends (If no rigid diaphragm exists at that point).
C - E 1120 -1248
I - J 1157 -1444
Webs 2x4SP#2:W1,W152x6SP#2:
E-F 1131 -1379
J-K 713 -938
:W4 2x4 SP 2250f-1.9E:
F - G 858 - 770
Bracing
(a) scab reinforcement. 80% length of web member.
Maximum Bot Chord Forces Per Ply (Ibs)
Same size, species & grade or better. Attach with 10d
Chords Tens.Comp.
Chords Tens. Comp.
Box or Gun (0.128"x3",min.)nails @ 6" oc.
T - S 402 -295
O - N 1254 -638
Loading
S - R 720 -325
N - M 870 -647
R - Q 1277 -535
M - K 878 - 672
Attic room loading from 10-11-8 to 21-0-8: Live Load:
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
0 PSF
L1dt#f1
Maximum Web Forces
Webs Tens.Comp.
Per Ply (Ibs)
Webs Tens. Comp.
Truss designed for sleeping room only. No waterbeds
permitted. Provide information to contractor,
`4$
A - T 1277 -1507
F - V 693 - 961
architect, and bldg owner. Trusses to be visibly
MAX LL.
b 1p°fx.,
A - S 1272 -941
V - H 648 -830
stamped to indicate 30.00 psf
r a h o 0
1�
B - S 765 - 937
0-1 485 -105
Purlins
Collar -tie braced with continuous lateral bracing at
vg
a
r,348
B - R 1156 -787
R-D 678-1107
H - W 464 -153
W-O 463 -152
24" oc. or rigid ceiling.
Now (
D - Q 911 -548
I - N 400 -808
Wind
o
c >
a g
U - F 558 -235
U- Q 558 -236
N - J 1370 -670
J- M 1167 -1720
Wind loads based on MWFRS with additional C&C
� ^� y�
E O
member design.
Left end vertical not exposed to wind
6 ��° ,W ;q
pressure.
Right bottom
��
chord exposed to wind.
Additional Notes
Refer to General Notes for additional information
COA #(7
18/24/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Information, by TPI functions. Installers
Component Safety an SBCA) for safety practices prior to performing these shall provide temporary
bracing per BCSI. Unless noted oYherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a progeny
y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bra insalled per BCSI sections B3, B7 or B10,
_
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless nootherwise. F�efer to
drawings 160A-Z for standard plate positions.
ALPINE
Alpine, a division of ITW Buildinc�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in ANSI4P1 1, or for handling, installation bracing of trussesA seal on this drawing or cover
,w_C %N
conformance with shipping, and
listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown.
and use of this awing for any structure Is the responslblllty of the Building Designer per ANSI/TPI 1 Sec.2.
page, •
The suitability
6750 Forum Drive
Suite 305
For more information see this job's cieneral notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.o ; SBCA: www.sbcindus .com:
ICC: www.lcmafe.o
Orlando FL, 32821
SEQN: 829491 SPEC
Ply: 1
Job Number: 20-0257
Cust:R761
JRef:1WY37610015 T29 /
FROM:
City: 1
/ADAIR GARCIA //RESIDENCE
DrwNo: 237.20.1206.42073
Truss Label: T9
AK / WHK 08124/2020
I
T4'6 60 6
22'97
1� 34'6 4540
374• 7
693'd
28
�1.SX4 H
_3X4 a3X4
12 B5C5 �D �3F G %3X4
6 a3X3
®3X6
B E
01.5X4
A yy 14.5%5
!v
n (a) %4X6
K
a
iD'7•
till w1e
M
TB1 3 =3X70 R I12X4 0r12X4 Mop 04 O N
a6X6 B3X3 N3X3 s5X6 ®3X6-3X4(B1)
111.5X4 aHD310 -3X8
31'03
6'5' 2'4.8 2'2' 1D'1' S'27 4'03
61-13
6'3'73 a
6'S' 1 8'8'81 70'711'B 21'0'8 1 26'2'11 37'03 1�7'4-
0'1'6
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ MaximumReactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.273 Q 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
U 1491 /- !-
/642 /561 /383
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.460 Q 809 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.110 Q - -
N 2071 /- /-
/1410 /796 A
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.206 C - -
Y 564 /-263 /-
/372 /324 /-
Code / Misc Criteria
NCBCLL: 00
Mean Height: 15.00 ft
TCDL: 4.0 psf
CreepFactor: 2.0
Wind reactions based on
MWFRS
2.
Soffit: 2.00
BCDL: 4.0 psf
P
Bldg Code: FBC 2017 RES
Max TC CSI: 0.724
U Br Width = 7.6
9
Min Re 1.5
q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
:
TPI Std2014
Max CSI0667
ax : .
N Brg Width = 7.6
Y Brg Width = 7.6
Min Req = 2.4
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.73 ft
Rep Fac: No
Max Web CSI: 0.948
Bearings U, N, & L are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber Additional Notes
B - C 912 -1006
H - 1 933 - 880
Top chord 2x4 SP #2 :T3 2x4 SP 2250f-1.9E: Refer to General Notes for additional information
C - D 858 -866
I - J 1185 -1687
Bot chord 2x4 SP #2 :131, B4 2x4 SP 2250f-1.9E: Negative reaction(s) of -263# MAX: from a non -wind
D - G 969 -1061
J - K 938 -1208
Webs 2x4 SP #2 :W 1, W 16 2x6 SP #2: load case requires uplift connection. See Maximum
G - H 884 -767
K - L 806 -785
Bracing Reactions.
(a) scab reinforcement. 80% length of web member.
Maximum Bot Chord Forces Per Ply (Ibs)
Same size, species & grade or better. Attach with 10d
Chords Tens.Comp.
Chords Tens. Comp.
Box or Gun (0.128"x3",min.)nails @ 6" oc.
U - T 603 -326
P - O 1048 -374
Loading
T-S 1077 -307
O-N 719 -610
Attic room loading from 10-11-8 to 21-0-8: Live Load:
S - R 1082 - 316
N - L 750 - 685
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
0 PSF
Maximum Web Forces Per Ply (Ibs)
Truss designed for sleeping room only. No waterbeds"}fytyp
permitted. Provide information to contractor, ¢
Webs Tens.Comp.
U - B 1111 -1479
Webs Tens. Comp.
F - W 448 -693
architect, and bldg owner. Trusses to be visibly
B -T 786 -354
W - 1 460 -622
�Yaap�oaaar.l
stamped to indicate 30.00 psf MAX LL Lr ��o '
°�
T - D 614 - 910
D-E 689 -371
P - J 558 -226
J-O 579 -897
Purlins se
E - R 1036 -594
O - K 1525 -985
Collar -tie braced with continuous lateral bracing at a
24" oc. or rigid ceiling. No. 648 xi
V- F 491 - 246
V - R 492 -247
K- N 1511 -1889
Windi
qe d
Wind loads based on MWFRS with additional C&C *�
member design. E OF
Left end vertical not exposed to wind pressure.
p
��
0
Right bottom chord exposed to wind. �
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace at chord
ends (If no rigid diaphragm exists at that point). COA #7
08/24/2020
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlim shipping, installing and bracing. , Refer to and follow the latest edition
of BCSI (Building
Component Safety Information, byy TPI an SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSL Unless nootherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro eny
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
_
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for s�andard plate positions.
ALPINE
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in with ANSI] 1, for handling, installation bracing trussesA this drawing
nl, mwcor4 _
conformance or shipping, and of seal on or
listing this drawing indicates acceptance of pro essiona engineerin responsibility solely for the design shown.
and use of this drawing for any structure Is the responsibility of the oullding Designer per ANSUTPI 1 Sec.2.
cover pafge . ,
The sui ability
6750 Forum Drive
Suite 305
For more information see this job's general notes page and these web sites: ALPINE: www.al lneltw.com: TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.leesafe.or
Orlando FL, 32821
SEQN: 829561 SPEC
Ply: 1
Job Number: 20-0257
Cust: R761 JRef1WY37610015 T26 /
FROM:
Qty: 1
/ADAIRGARCIA//RESIDENCE
DrwNo: 237.20.1206.43117
Truss Label: T10
AK / WHK 08124/2020
4'36 8'3'4 10'11' 1r0'12 21'0'8 25'11"14 30'97
{
3r4' �'4'
4'3'6� 3'11'ib 2'8'4 6'1"4 l 3'11"12 4117 4'e'8
=3X4 =5X5
=5XB M3X3 m3X8
12 C
6 17
D E
&3X4
g3X4
=3 F
A
A
U �5X5
G
(WB1
ia) �SX6
(a) N20
r.
W1
10'1'
1
W15
J
O B1 P =3X70
012X6 =4X4 =3X4
O 02X4 N 1112X4 M B4 L K
N3X3 a5X8 BI3X6
103 43X3
=3X4(B7)
_H =3XB
31'0"3
&3"13
3'11"14 4'3"6 2'8"4 1011, _ 5'27 _ 4'B"3
+ I�T4"
63'13 p'
r 3'11"14� 10'11' 21V8 92"15 31'0'3
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT:NA
PP Deflection in loc Udefl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.273 N 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
R 1399 /- /-
/630 /530 /362
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.461 N 807 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.118 N - -
K 2564 /- /-
/1627 /1031 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL : 0.223 N
( )
V 20 /-617 P
/363 /363 P
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
Bldg Code: FBC 2017 RES
9
Max TC CSI: 0.954
R Brg Width = 7.6
Min Req = 1.0
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.709
K Brg Width = 7.6
V Brg Width =
Min Req = 3.0
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.73 ft
Re Fac: Yes
p
Max Web CSI: 0.889
I a
Bearings R, K, & I are a
rigid surface.
Loc. from endwall: Any
FT/RT:20(0)15(0)
Members not listed have forces less than 375#
GCp!: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
Additional Notes
A-B 564 -736
E-F 900 -1041
Top chord 2x4 SP #2
Refer to General Notes for additional information
B - C 867 -1029
F - G 844 -1308
Bot chord 2x4 SP #2 :B1, B4 2x4 SP 2250f-1.9E:
Negative reaction(s) of -617# MAX. from a non -wind
C - D 943 -1091
G - H 472 -760
Webs 2x4 SP #2 :W 1, W 15 2x6 SP #2:
load case requires uplift connection. See Maximum
D - E 918 -900
H - 1 1525 -1406
Reactions.
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
(a) scab reinforcement. 80% length of web member.
Chords Tens.Comp.
Chords Tens. Comp.
Same size, species & grade or better. Attach with 10d
R - Q 484 -Z74
M - L 654 -314
Box or Gun (0.128"x3",min.)nails @ 6" oc.
Q - P 645 - 316
L - K 1295 -1210
WB: Web -Block, meaning 2x4 same grade/species
P - O 866 -286
K - 1 1389 -1317
as web. Fastened to web with 3X3 or larger plates.
See DRWG BRWEBLOK1014 for further details.
Maximum Web Forces
Per Ply (Ibs)
LoadingbtiS➢fBdgJ
Webs Tens.Comp.
Webs Tens. Comp.
Attic room loading from 10-11-8 to 21-0-8: Live Load:
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
^. xs� �x
e� „ r� ✓v�r
A - R 1047 -1372
A - Q 1151 -784
M - G 771 -425
F - U 449 -131
0PSF
Truss designed for sleeping room only. No waterbeds
��®
x ��JV � �ti
q o�
Q-B 645 -856
B - P 506 -148
U-M 450 -131
G - L 812 -1144
permitted. Provide information to contractor,
g�
C - P 172 - 592
L - H 1951 -1405
architect, and bldg owner. Trusses to be visibly
�i
C - O 968 -451
H - K 1974 -2355
stamped to indicate 30.00 psf MAX LL.
No. ,, 648
Purlins
° e
Collar -tie braced with continuous lateral bracing at
g a
24" oc. or rigid ceiling.
�E OF�4
Wind
Wind loads based on MWFRS with additional C&C
member design.
a 0
4
Left end vertical not exposed to wind pressure.
COA #7
Right bottom chord exposed to wind.
y$w--
08/24/2020
"WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
fo'r to functions. Installers temporarrvy
Component Safety Information, by TPI an SBCA) safety practices pnor performing these shall provide
bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro My
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
_
as applicable. Apply plates to each face of truss and position
drawings 160A-Z for standard plate positions.
as shown above and on the Join Details, unless noted otherwise.
f�efer to
ALPINE
Alpine, a division of ITW Building Components Group Inc., shall
truss in ANSI 1, for handling,
not be responsible for any deviation from this drawing,any failure
installation and bracing of trussesA seal on this drawing
to build the
or cover
nxlr Mw—
conformance with or shipping, pafge , ,
listing this drawing,indicates acceptance of pro) esslona engineering responsibility solely for the design shown. The sui ability
this for structure Is fhe responsibility of the Building Designer ANSI/TPI 1 Sec.2.
6750 Forum Drive
Suite 305
and use of awing any per
For more Information see this job's general notes page and these web sites: ALPINE: www.al ineitw.mm' TPI: www.t inst.a ' SBCA: www.sbclndus
xom; I= www.lc afe.org
Orlando FL, 32821
SEQN: 82959 / SPEC
Ply: 1
Job Number: 20-0257
Cust R761
JRef:1WY37610015 T27 %
FROM:
Qty: 1
/ADAIR GARCIA/ /RESIDENCE
DrwNo: 237.20.1206.43026
�AK
Truss Label: T11
/ WHK 08/24/2020
3'4'6 6'3'4 10'11'8
+
1'W2 19'0'12 210 25'11"14 W17
i
3T4' TV
r 3'4'6 Y10+
4'0'10 + 4'0'10 1'11' 2 4'11'7 4'9'8
6'6'9 t!'
=3X4 1111.5X4 z5%8
12 m5C8 =3XX3 =3E8 _3F4
6
®3X4
a3X3
p3B
G
Nt.5X4
A
S T U '5X5
H
- - (WBi
lal 94I
1
(WB1)
-I
1r1'
W76 3
=6X6 G B7 =4X7
11P X3 PIZX4 0 N3X3N B4 =5x8 103X6L
=3X4(B7)
e3X4
1112X4 e3%B
=H0310
31'0'9
93"13
4'e14
10'1'27+ 419'03
13
I' 660
+ �
21'0
'8 7 6'3
4''4
T'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf. NA Ce: NA
VERT(LL): 0.261 0 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
R 1456 /- /-
/627 /560 /322
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.435 0 855 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL):-0.087 N - -
L 2296 /- /-
/1421 /865 A
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL : 0.144 N - -
( )
W 292 /-396 /-
/292 /310 /-
Code / Misc Criteria
NCBCLL: 00
Mean Height: 15.00 ft
TCDL: 4.0 psf
CreepFactor: 2.0
Wind reactions based on
MWFRS
Soffit: 2.00
2.
BCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.807
R Br Width = 7.6
9
Min Re 1.5
q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.604
L Brg Width = 7.6
W Brg Width = 7,6
Min Req = 2.7
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.73 ft
Rep Fac: Yes
Max Web CSI: 0.918
Bearings R, L, & J are a rigid
surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver. 17.02.01A.1115.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
Additional Notes
B-C 804 -959
F-G 928 -1130
Top chord 2x4 SP #2
Refer to General Notes for additional information
C - D 975 -1253
G - H 951 -1481
Bot chord 2x4 SP #2 :B1, B4 2x4 SP 2250f-1.9E:
Negative reaction(s) of -396# MAX. from a non -wind
D - E 1077 -1306
H -1 680 -1035
Webs 2x4 SP #2 :W 1, W16 2x6 SP #2:
load case requires uplift connection. See Maximum
E - F 1077 -1306
I - J 1075 -987
Reactions.
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
(a) scab reinforcement. 80% length of web member.
Chords Tens.Comp.
Chords Tens. Comp.
Same size, species & grade or better. Attach with 10d
R - Q 553 -267
M - L 936 - 827
Box or Gun (0.128"x3",min.)nails @ 6" oc.
Q - P 823 - 257
L - J 1018 - 922
WB: Web -Block, meaning 2x4 same grade/species
N - M 897 -256
as web. Fastened to web with 3X3 or larger plates.
See DRWG BRWEBLOK1014 for further details.
Maximum Web Forces Per Ply (Ibs)
Loading
ffi±49sf
Webs Tens.Comp.
Webs Tens. Comp.
Attic room loading from 10-11-8 to 21-0-8: Live Load:
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
`1r
R - B 1010 -1432
U - G 234 -393
OPSF
s,paca.e
p�'�, �N
g _ q 764 -297
N - H 649 288
Truss designed for sleeping room only. No waterbeds
e+
a °'s f`'&e%+�
C_Q 283 -670
C - P 985 -487
G-V 381 -92
V - N 380 -93
permitted. Provide information to contractor,
architect, and bldg owner. Trusses to be visibly
��
° a�
S - D 394 -307
H - M 696 -1016
•
S - P 397 -311
M - 1 1725 -1204
stamped to indicate 30.00 psf MAX ILL.
No. 648
T - F 379 -284
I - L 1744 -2104
Purllns
(� >
T-U 163 -378
Collar -tie braced with continuous lateral bracing at
m
"E
24" oc. or rigid ceiling.
Wind
03 a
% .�
Wind loads based MWFRS C&C
0
a ��
on with additional
member design.
a10
�»
Left end vertical not exposed to wind pressure.
COA
Right bottom chord exposed to wind.
08/24/2020
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping,
installing and bracing. Refer to and follow the latest edition
of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply to each face of truss and as shown above and on the JoinCDetails, unless noted otherwise, kefer to
plates position
drawings 160A-Z for standard plate positions.
ALPINE
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1, for handling, installation bracing trussesA this drawing
•r�mecowun
or shipping, and of seal on or
listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown.
Is pro)
this drawing for the guilding Designer ANSI/TPI 1 Sec.2.305
cover pafge , .
The su! ability
6750 Forum Drive
Suite For
and use of any structure responsibility of per
For more information see thisjob's general notes page and these web sites: ALPINE: www.al Ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindus .com:
ICC: www.Iccsafe.orq,
Odando FL, 32821
SEQN: 82895 / HIPM Ply: 1 Job Number: 20-0257 Cust: R761 JR&AWY37610015 T43 /
FROM:CFT Qty: 1 /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.43086
Truss Label: T12 �AK / WHK 08/24/2020
GO
5'4" 11'5"14
5'4" 6'l"14
17'6"
6'0"2
23'11"10
6'5"10
;6X6 =3X4 =7X6
C D E =6X8 F
12 TT
6 p
T1 yy
m
N �
W7 M o
B l�
A Ig,4.
J I H GK 1
SX6(82) 1111.5X4 =5X8 =5X12 1113X
23'11"10
1'6"7 + 574 I 6'0"2 + 6'3"10 1 6'5"10
5'2"4 11'2'6 17'6" 23'11"10
Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity
TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.181 D 999 360 Loc R+ ! R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.335 D 855 240 B 1890 /- /- P /980 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.043 G - - K 1904 /- P /- /977 Des Ld: 37.00 ( )TL� /-
EXP: C Kzt: NA HORZ 0.080 G Wind reactions based on MWFRS
.
Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Big Width = 7.6 Min Req = 1.6
NCBCLL: 00 TCDL: 4.0 psf
Soffit: 200 BCDL: 4.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.707 K Brg Width = 7.6 Min Req = 1.6
P Bearings B & K are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.762
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.743 Members not listed have forces less than 375#
P 9� Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)15(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 B - C -42 D - E 1693 -3307
C - D 2108108 -41
42 E - F 1693 -3307
Lumber
Top chord 2x6 SP #2 :T1 2x4 SP 2250f-1.9E: Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP 2250f-1.9E
Webs 2x4 SP #2 :W6 2x4 SP 2250f-1.9E: Chords Tens.Comp. Chords Tens. Comp.
:W72x6SP#2: B-J 2904-1457 I-H 4161 -2135
:Lt Wedge 2x4 SP #2: J -1 2890 -1462
Special Loads
-(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) Maximum Web Forces Per Ply (Ibs)
TC: From 56 plf at -1.54 to 56 plf at 5.33 Webs Tens.Comp. Webs Tens. Comp.
TC: From 28 plf at 5.33 to 28 plf at 23.97 C - 1 1389 -717 H - F 3534 -1816
BC: From 4 plf at -1.54 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.36 D - H 489 - 944 F - G 962 -1708
BC: From 10 plf at 5.36 to 10 plf at 23.97 E - H 508 - 612
TC: 355 lb Conc. Load at 5.36 §50
;1tfltftpg7
TC: 129lb Conc. Load at 7.40, 9.40,11.40,13.40
15.40,17.40,19.40,21.40,23.27''
BC: 193 Ib Conc. Load at 5.36 ®•o ae0° +Aa„�Je-�,
BC: 99 lb Conc. Load at 7.40, 9.40,11.40,13.40 , �e o
15.40,17.40,19.40,21.40,23.27
e
Wind Wind loads and reactions based on MWFRS. o" 64 Right end vertical not exposed to wind pressure.
w
Left bottom chord exposed to wind. •
Additional Notes aE OF
Refer to General Notes for additional information "
e. op ��
COA Z ,
08/24/2020
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byv TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary_
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpey
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910,
as applicable. Apply Iates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise, kefer to ALPINE
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µ wcawwr
truss in conformance with ANSIi� PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive
listing this drawing indicates acceptance of roressionafi engineering responsibility solely for the design shown. The suitability Suite 305
and use of this drawing for any structure Is the responsibility of the building Designer per ANSIrrPI 1 Sec.2.
For more Information see this job's general notes page and these web sites: ALPINE: www.alpineltw.com: TPI: www.tpinst.org; SBCA: www.sbcindustry.com;_I_CC:_ www.iccsafe.org Orlando FL, 32821
r a
SEQN: 82901 / HIPM I Ply: 1 Job Number: 20:0257 Cust R 761 JRef:1 WY37610015 T42 /
FROM:CFT City: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42948
Truss Label: T13 �AK / WHK 08/24/20;
7'4" 13'0"3
7'4" 5'8"3
18'3"3 23111110
62"15 5'87
B =3C4 1:p 4 =4X6E
12
6
W
N
W7 v
A
9'4'
I H G FJ 4
= 3X4(B1) III 1.5X4 =5X5 =3X10 1112X6
T5"12
T5"12
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00 D
Des d::
Mean Height: 15.00 It
.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W6 2x4 SP 2250f-1.9E:
:W7 2x6 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left bottom chord exposed to wind.
Additional Notes
Refer to General Notes for additional information
23'11 "10
5'2"15
12'8"11
5'8"7
23'11"10
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NP
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf. NA Ce: NA
VERT(LL): -0.079 H 999 360
Loc R+ / R- ! Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.114 H 999 240
A 910 /- /- /886 /590 /158
Snow Duration: NA
HORZ(LL):-0.025 F - -
J 903 /- A /770 1740 /-
HORZ(TL): 0.039 F
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
A Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.656
J Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.634
Bearings A & J are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.767
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver.17.02.01A.1115,21
A -B 2107-1467 C-D 1631 -1058
B - C 2190 -1404 D - E 1631 -1058
g o 4�
g.� $TOM
C 0 A #hr N.
llvftwulz
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - 1 1229 -2004 H - G 1406 -2178
I - H 1233 - 2019
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - I 399 - 387 G - E 1251 -1934
C - G 682 - 434 E - F 1233 - 851
"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, byy TPI an SBCA) fo'r sa shipping,
practices pnor to performing these functions. Installers shall provide temporary _
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this draw!ng,any failure to build the w—Cornvury
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 6750 Forum Drive
listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305
and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/rPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org• SBCA: www.sbcindustiy.mm: ICC: www.icmafe.org Orlando FL, 32821
s
SEQN: 829051 HIPS Ply: 1 Job Number: 20-0257 Cust: R761 JR&AWY37610015 T41 /I
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42836
Truss Label: T14 �AK / WHK 08/2412020
T
0
1
2,8" + 9,4"
2'8" 6'8"
13'12 + 20'0"7
3'9"2 6'11"5
23'11"10
3'11"2
;4X6 =3X4 =3X4 1111.5X4
C D E F
12
6 p
W10
m
=4X5 e5X5
F B N
W1
J I H GL
.5X6 =4X5 =5X8 =3X4 =6X6
2'4"8 7'1"4
2-4"8 TF12
Loading Criteria (ps0
Wind Criteria
TOLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
D
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS; Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W 1, W 10 2x6 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
23'11"10
16'6"13
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.048 1 999 360
Lu: NA Cs: NA
VERT(CL): 0.090 1 999 240
Snow Duration: NA
HORZ(LL): 0.020 G - -
HORZ(TL): 0.038 G
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.608
TPI Std: 2014
Max BC CSI: 0.722
Rep Fac: Yes
Max Web CSI: 0.650
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
VIEW Ven 17.02.01A.1115.21
08/24/2020
T4"13
23'11"10
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ !R- /Rh /Rw /U /RL
K 907 /- /- /521 /424 /143
L 907 /- /- /463 /468 /-
Wind reactions based on MWFRS
K Big Width = 7.6 Min Req = 1.5
L Brg Width = 7.6 Min Req = 1.5
Bearings K & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-13 1191 -1323 C-D 1122 -1104
B - C 1079 -1307 D - E 817 - 934
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J -1 1467 -1633 H - G 631 - 567
I- H 1123 -1054
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs Tens. Comp.
A - K
755 - 894
D - H 412 - 327
A - J
1577 -1430
H - E 527 -432
J - B
815 - 785
E - G 907 -1009
B - I
608 - 381
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handiin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary_
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppery
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 810,
as applis , e. Apply lates to each face, of truss and position as shown above and on the Jo Details, Details, unless noted otherwise, (Refer to ALPINE
drawings 160A-Z for sandard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ." oMva r
truss in conformance with ANSI] 1, or for handlia shippintq, installation and bracing of trussesA seal on this drawing or cover page _ , 6750 Forum Ddve
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305
and use of this drawing for any structure is the responsibility of the Building Designer perANSI/fPI 1 Sec.2. Suite
FL, 32821
For more Information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t lnst.o : SBCA: www.sbcindusl .com: ]CC: www.Iccsafe.o
SEQN:82910/ HIPS I Ply: 1 Job Number:20-0257 CustR761 JRe11WY116101111 T8 /
FROM:CFT City: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42166
Truss Label: T15 AK / WHK 08/24/2020
4'8" 11'4'
4'8" 6'8'
14'7'2 i 20'6'7 23'11"10
3'3'2 5'11"5
54X6 =3X4 =3X4 III I.SX4
C D E F
12
6 p
W10
=4X5 o5X5
4 Bzo
N
wt
J I H GL
.5X6 =3X6 =5X8 =3X4 =6X6
22
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BOLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des d::
Des Ld: 37.00 D
Mean Height: 15.00 ft
.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2 01, W 10 2x6 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
23'11"10
TV4
11'5"12 +
6'1"1
176"13 F
6'4"13
23'11"10
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.046 B 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.086 B 999 240
K 907 /- /- /508 /419 /143
Snow Duration: NA
HORZ(LL): 0.017 A - -
L 907 A /- /476 /474 /-
HORZ(TL): 0.032 A
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
K Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.597
L Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.580
Bearings K & L are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.718
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FTlRT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1 115 11
A- B 1144 -1326 C - D 984 -953
B - C 927 -1144 D - E 648 - 713
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J -1 1400 -1512 H - G 465 -430
I- H 891 -858
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - K 737 - 871 D - H 468 - 397
A-J 1514 -1317 H-E 551 -484
J - B 668 - 652 E - G 857 - 927
B - I 625 - 482
09/24/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
qid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or p10,
le. AppTy Elates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. kefer to
60A-Z for sandard plate positions.
a division of
'I F'r 1, or Tor
acceptance
any structure
his drawing,any failure to build the
on this drawing or cover pa e ,
Le design shown. The s., bllity
ALPINE
NE
.—COM —
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 828891 HIPS Ply: 1 Job Number: 20-0257 Cust:R761 JRef.1WY37610015 T7 /
FROM:CFT City: 1 /ADAIR GARCIA //RESIDENCE DrwNo: 237.20.1206.42728
Truss Label: T16 AK / WHK 08/24/2020
li
4'6"8 + 8'8" + 12'9"8 17'4"
4',,, 4'1 "8 4'1 "8 4'6"8
=5X5
III 1:D 4 T2
=5X5
E
1"L T6
0
B F M
A UG
4X5(B2) III1.5X4 =5X8 1111.5X4 =4X5( 2) 1
[- V6"7
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
17'4"
4'4414'3"4 " - 1'67
8'8" 3
1214"4 174442+ I -{
Wind Criteria
Wind Std: ASCE 7-10
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :T2 2x6 SP #2:
Bot chord 2x4 SP 2250f-1.9E
Webs 2x4 SP #2
Special Loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 56 plf at -1.54 to 56 pIf at
4.54
TC: From 28 pIf at 4.54 to 28 plf at
12.79
TC: From 56 plf at 12.79 to 56 pIf at
18.87
BC: From 4 pIf at -1.54 to 4 pIf at
0.00
BC: From 20 plf at 0.00 to 20 pIf at
4.57
BC: From 10 plf at 4.57 to 10 pIf at
12.76
BC: From 20 pIf at 12.76 to 20 plf at
17.33
BC: From 4 pIf at 17.33 to 4 pIf at
18.87
TC: 260 lb Conc. Load at 4.57.12.76
TC: 106 lb Conc. Load at 6.60, 8.67,10.73
BC: 145lb Conc. Load at 4.57,12.76
BC: 84 lb Conc. Load at 6.60, 8.67,10.73
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf'. NA Ce: NA
VERT(LL): 0.086 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 1279 /- !- P /660 /-
Lu: NA Cs: NA
VERT(CL): 0.157 D 999 240
Snow Duration: NA
HORZ(LL): 0.031 H - -
K 1279 /- P /- 1660 /-
HORZ(TL): 0.058 H
Creep Factor: 2.0
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.862
K Brg Width = 7.6 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.498
Bearings B & F are a rigid surface.
Rep Fac: Varies by Ld Case
Max Web CSI: 0.155
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
VIEW Ver: 17.02.01A.1115.21
B - C 1030 -2067 D - E 1173 -2360
WAVE
C - D 1173 -2360 E - F 1030 -2067
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1779 - 870 I - H 1770 - 876
J -1 1770 - 876 H - F 1779 - 870
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C -1 685 -345 I - E 685 -345
D - I 315 - 409
6:
p� /y s
�q� 6�«°�
Z
Additional Notes ( 11 664.8 1
e
Refer to General Notes for additional information
e
a
IATE OF
COA
08/24/2020
"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted owherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
)id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10,
e. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
TPI 1; or for h
acceptance
any structure
TPI:
his drawing,any failure to build the
on this drawing or cover page
Le design shown. The sui gability
ALPINE
NE
MJTYM.M
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 830201 HIPS Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1 WY37610015 T3 /
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42884
Truss Label: T17 AK / WHK 08/24/2020
6'6"8 10'9"8 17'4"
6'6"8 4.3" 6'6"8
=4X7 =4X7
C D
17'4"
1112 1'"1'1
F- 1'6"7 -}- 6'8"4 6'8"4 + 8'8" + 10'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: it
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS; Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp1: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
6 8 4 t V67 —�
17'4"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.028 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.051 H 999 240
B 744 /_ /_ /481 1370 /184
Snow Duration: NA
HORZ(LL): 0.012 G - -
J 744 /- !- /481 1370 /-
HORZ(TL): 0.022 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.598
J Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.417
Bearings B & E are a rigid surface.
Rep Fac: Yes
Max Web CS 1: 0.055
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver.17.02.01A.1115.21
B-C 843 -946 D-E 842 -946
C - D 854 -769
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - I 769 - 538 H - G 774 - 562
I - H 774 - 640 G - E 769 - 561
w
-1A E OF V
Z "0
COA a
08/24/2020
—WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, byy TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a progeny
�id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing9 ins�alled per BCSI sections B3, 137 or 610,
e. ADoTv Dlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. kefer to
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover patge
listing this drawing, indicates acceptance of pro) esstonaf engineeringg responsibility solely for the design shown. The sui ability
and use of this d►awing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinst.org• SBCA: www.sbclndustry.com; ICC: www.iccsaf
ALPINE
NE
. W 00--
6750 Forum Drive
Suite 305
Orlando FL, 32821
r
SEQN: 83028 / HIPS Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1 WY37610015 T60 /
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42103
Truss Label: T18 AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
4'5"1 8'6"8 1 12'10"15
4'1"7 447
{- 1'6'7
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
17'4"
17'4"
17'4"
17'4"
4'5"1
1'6"7 -�
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf., NA Ce: NA
VERT(LL): 0.036 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.066 H 999 240
B 744 /_ /_ /421 /114 /185
Snow Duration: NA
HORZ(LL): 0.016 H - -
1 744 /- A /557 /251 /-
HORZ(TL): 0.030 H - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
B Erg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.478
1 Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.733
Bearings B & F are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.105
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
B - C 617 -993 D - E 433 -762
C - D 497 - 762 E - F 613 - 993
E®& ��
No. 648
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 831 -225 H - F 831 -408
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D - H 441 - 296 H - E 436 - 222
08/24/2020
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, byy TPI an c� SECA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 810,
'le. Apply Dlates to each face of truss and position as shown above and on the JoinCDetails. unless noted otherwise. F�efer to
a division of
riri i,orTor n
acceptance
any structure
his drawing,any failure to build the
on this drawing or cover pa e . _
Le design shown. The .M.ty
ALPINE
NE
ANRWCOMVANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 83023/ COMN Ply: 1 Job Number. 20-0257 Cust R761 JRef:1WY37610015 T4 /
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42540
Truss Label: T19 AK / WHK 08/24/2020
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
4'5"14715
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
=4X4
C
17'4"
8'8"
8-8„
1210"15 + 17'4"
4715 4'51
8'8"
17'4"
1'6"7 —{
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.034 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.064 G 999 240
A 651 /- /- /376 /311 /203
Snow Duration: NA
HORZ(LL): 0.016 G - -
H 748 A /- /477 /371 /-
HORZ(TL): 0.030 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
A Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.573
H Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.739
Bearings A & E are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.136
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1 115.21
A -B 1064 -1015 C-D 810 -771
B - C 853 - 772 D - E 1002 -1002
7A
STME OF °
COA # • ,_ AtA%, W.
08/24/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - G 857 -771 G - E 839 -754
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - G 409 - 243 G - D 385 - 222
C - G 445 - 383
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, by TPI an SBCA) r safety practices pnor to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted o) herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or �10,
e. ADDTv Dlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. kefer to
a division of
any
his drawing,any failure to build the
on this drawing or cover pa e
Le design shown. The suitability
ALPINE
ANnWCOMVANV
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 83031 / SPEC Ply: 1 Job Number: 20-0257 Cust: R761 JRefAWY37610015 T58 %
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42306
Truss Label: T20 AK / WHK 08/24/2020
3'2"8 8'8° 12'10"15 17'4
4715 " J
r 3 2 8 5'S"8 4'S"1
=4X5
19 C
17W
3'0"12 + 5'T'4 { 8'8" -I—
3'0"12 8'8" 17'4"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 It
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Lac. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W 1 2x6 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: N
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.032 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.059 G 999 240
1 648 /- A /317 1318 1173
Snow Duration: NA
HORZ(LL): 0.016 G - -
J 752 A A 1486 1367 /-
HORZ(TL): 0.030 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
1 Brg Width = 7.6 Min Req = 1.5
Bldg Cade: FBC 2017 RES
Max TC CSI: 0.590
J Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: ' 0.662
Bearings I & E are a rigid surface.
Rep Fac: Yes
Rep
Max Web CSI: 0.204
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
20(0)/5(0)
FT/Chords
Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver.17.02.01A.1115.21
B-C 879 -793 D-E 1044 -1001
C - D 874 - 780
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I - H 929 - 851 G - E 837 - 787
H - G 923 - 851
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - B 1143 -1046 C - G 420 - 283
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI and SBCA) fo'r sa shipping,
practices prior to performing these functions. Installers shall provide temporary _
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply lates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANMoWRA
truss in conformance with ANSI1TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The sui ability Suite 305
and use of this drawing,
for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this lob's general notes page and these web sites: ALPINE: www,al ineitw.com• TPI: www.t inst.or : SBCA: www.sbcindust .com: ICC: www.iccsafe.org Orlando FL, 32821
SEON: 83034 / SPEC Ply: 1 Job Number: 20-0257 Cust R 761 JR&A WY37610015 T57 %
FROM:CFT City: 1 /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.43025
Truss Label: T21 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
5'2"8 8'8" 12'10"15 17'4"
5'2"8 I 3'5"8 4'2"15 I 4'5'1 -I
12 =4X4
6 F,-,- C
17'4"
50"12 37"4 88"
6'0"12 1 P. 1 17,4" 1'6"7 -{
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 R
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W1 2x6 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf.' NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
0
Defl/CSI Criteria
PP Deflection in loc L/defl L1#
VERT(LL): 0.032 G 999 360
VERT(CL): 0.059 G 999 240
HORZ(LL): 0.015 G - -
HORZ(TL): 0.029 G
Creep Factor: 2.0
Max TC CSI: 0.582
Max BC CSI: 0.651
Max Web CSI: 0.469
VIEW Ver. 17.02.01A.1115.21
.8t}9tp9ta rnro� "J'�
Y�En
tp
o. 0_-4 4
$TATE 3
ate � %
I.A
08/24/2020
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
1 648 /- /- /323 /326 /163
J 752 /- /- /499 /362 /-
Wind reactions based on MWFRS
I Brg Width = 7.6 Min Req = 1.5
J Brg Width = 7.6 Min Req = 1.5
Bearings I & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 890 - 751 D - E 1067 -1004
C - D 876 - 770
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I - H 836 - 702 G - E 842 - 810
H - G 833 -702
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - B 1023 - 908 C - G 434 - 349
—WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Defer to ALPINE�
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the u rtwcouur
truss in conformance with ANSIfr} PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page . _ 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The su! ability Suite 305
and use of this gnawing for any structure Is the responsibility of the eullding Designer per ANSIIrPI 1 Sec.2.
For more Information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom; TPI: www.t inst.o ; SBCA: www.sbcindust .com: ICC: www.icesafe.org Orlando FL, 32821
f
SEQN: 83037/ SPEC Ply: 1 Job Number: 20-0257 Cust R761 JReL1WY37610015 T59 /
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.41979
Truss Label: T22 AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP 92
Bot chord 2x4 SP #2
Webs 2x4 SP #2
778 8'8" 12'10"15 17'4"
n 7'2"8 1'5'8 r 4'215 + 4'5"1'
12
6
=4X4
C
17'4"
7712 1'7"4 8'8" -�- 1'6"7 -{
r- 7'0'12 + 8'8" + 1T4"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf; NA Ce: NA
VERT(LL): 0.031 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.058 G 999 240
1 648 /- /- /341 /336 /190
Snow Duration: NA
HORZ(LL): 0.015 G - -
J 752 /- /- /518 /354 /-
HORZ(TL): 0.028 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
1 Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.825
J Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.679
Bearings I & E are a rigid surface.
Rep Fac: Yes
Rep
Max Web CSI: 0.857
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
20)/5(0)
FT/Chords
Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1 115.21
B-C 810 -714 D-E 973 -1006
C - D 770 -770
o.ff6 8 '�
0
STATE F
r
coA
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I - H 729 -450 G - E 843 -729
H - G 725 -449
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
1- B 864 - 797 G - D 390 - 232
C - G 445 - 335
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, byy TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarryy _
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefy
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq Installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. f�efer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildincc�LComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the wnwconvan
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, . 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the des i n shown. The suitability Suite 305
and use of this drawing,
for any structure Is the responsibility of the gullding Designer per ANSI/TPI 1 Sec.2.
For more Information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpjnst.org; SBCA: www.sbcindus .com: ICC: www.!=afe.org Orlando FL, 32821
SEQN: 83040 / HIPM Ply: 1 Job Number: 20-0257 Cust: R761 JR&A WY37610015 T54 /
FROM: CFT City: 1 /ADAIR GARCIA //RESIDENCE DrwNo: 237.20.1206.43102
Truss Label: T23 �AIK / WHK 08/24/2020
i
1
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
4'1"12 8'18
4'1"12 , 3'11"12
=3X3 1111.5X4 =4X7
A B C
17'4"
12'7"11 17'4"
4'6"4 4'8"5
r 4'1"12 3'11"12 + 9'2"8 _�_ 1'6"7 —{
4'1"12 8'1"8 17'4"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W 1 2x6 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.027 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.051 D 999 240
1 648 /- 1- /356 /349 /232
Snow Duration: NA
HORZ(LL): 0.011 G - -
J 752 1- /- /539 /345 /-
HORZ(TL): 0.020 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
1 Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.545
J Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.715
Bearings I & E are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.434
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)15(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
A- B 443 -442 C - D 626 -736
B - C 443 - 442 D - E 852 - 996
E i/$�gy4,�' 'v q
q®34 t js.�g a ® tea°
No. 648 of
a
T4st �'4
COA #(
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I - H 454 - 81 G - E 835 - 620
H - G 607 -243
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-1 613 -610 G-D 431 -260
A - H 680 - 682
08/24/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety. Information, b TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly
�Id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq mslalled per BCSI sections B3, B7 or I10,
Ile. Apply late. to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (iefer to
60A-Z for standard plate positions.
a division of
rl NI 1, or for handling,
acceptance of roses
any structure is tie re:
ral notes page and these web
failure to build the
I or cover pa e
n. The sus ability
A IPL NE
6750 Forum Drive
Suite 305
Orlando FL, 32821
8304
Ply: I
Job Number: 20-0257
FROM.: CFT3/ HIPM I Qty. 1 I /ADAIR
LGARCIIA/ RESIDENCE AK DrwNo:
T56 /
WHK0
237.20.1206.41978 020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
, 6'1'8 'i 11'5"15
6'1B 54"8 5'10"1
�4X4 '-4X6
A B
5'11"12
5'11.12
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP 92
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W 1 2x6 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
17'4'
5'8"
11'7"11 17'4"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): 0.030 F 999 360
Lu: NA Cs: NA
VERT(CL): 0.056 F 999 240
Snow Duration: NA
HORZ(LL): 0.012 A - -
HORZ(TL): 0.022 A
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.486
TPI Std: 2014
Max BC CSI: 0.498
Rep Fac: Yes
Max Web CSI: 0.854
FT/RT:20(0)/5(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
WAVE
g'M P91PC ww3)b L{'A �j�f
-1 LP�Bb y � iw• V s,�� ���P �
No. . 648
COA #oa
1'6'7 -{
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
H 648 /- /- /383 1361 1275
1 752 /- /- /553 /330 P
Wind reactions based on MWFRS
H Brg Width = 7.6 Min Req = 1.5
I Brg Width = 7.6 Min Req = 1.5
Bearings H & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 541 -470 C - D 735 -1002
B - C 465 - 592
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
H - G 522 -91 F - D 828 - 501
G - F 826 - 501
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - H 657 - 601 G - C 517 - 404
A - G 657 - 757
08/24/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide tempora
bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a proper�y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections B3, B7 or 610,
as applicable. Appfy lates to each face of truss and position as shown above and on the JoinFDetaits, unless noted otherwise. f2efer to
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this draw!nq,any failure to build the
,iri 1,orrorr
aacce Lance
ny sructure
i or cover pa e,
In. The sui ability
ALPINE
AN COM —
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 83046 / HIPM Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1 WY37610015 T55 %
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42837
Truss Label: T25 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
6' 0 4'1'8 1015*15 1T4'
6' 0 3'6'14 648 6'10'1
NAM e4x7
AB c
I'� 16'11'2
3'5'2 66'4 1'67 -{
1oT11 + 1T4'S
8'
.
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.029 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.053 G 999 240
1 657 /- /- /424 /385 /319
Snow Duration: NA
HORZ(LL): 0.014 B - -
K 736 /- A /551 /305 /-
HORZ(TL): 0.027 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
1 Brg Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.805
K Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.505
Bearings I & E are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.579
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
C - D 230 -405 D - E 607 -955
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I - H 479 - 53 G - E 783 - 376
H - G 780 - 376
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - C 693 - 577 H - D 706 - 579
C - H 429 - 358
o. 648
ATE®
COA #( �eJ� . .
08/24/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, instaliing,and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, byv TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
pid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
le. Apply lates to each fare of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (tefer to
60A-Z for s�andard plate positions.
Of
TPI 1; or for h
acceptance
any structure
his drawing,any failure to build the
on this drawing or cover pa e
Le design shown. The su!t9ability
ALPINE
NE
MMRWCO _
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 83064 / HIPM Ply: 1 Job Number: 20-0257 Cust: R761 JRef:1 WY37610015 T53 /
FROM:CFT Qty: 1 /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.42431
Truss Label: T26 AK / WHK 08/2412020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
I z111l
14
6• a 6711 it'6'1 iT4•
'6'10 � 4'19 i 5'S'8 F ST15
rsz I ss n I 6.4.14 F 1,� --1LL GG 7P6 6'11'Y 1r4•
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.028 E 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.051 E 999 240
J 657 /- /- /462 /402 /362
Snow Duration: NA
HORZ(LL): 0.017 B - -
L 736 /- /- /553 1286 /-
HORZ(TL): 0.031 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
J Brg Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.490
L Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.670
Bearings J & F are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.663
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)l5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver.17.02.01A.1115.21
D-E 431 -738 E-F 522 -954
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J -1 609 - 84 H - F 790 - 310
I-H 432 -4
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
J - C 734 - 605 D - H 434 - 341
C -1 525 - 533 H - E 401 - 280
I- D 651 -519
o4
6"
$�XrE OF
All
COA ff
(8/24/2020
"WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI an SBCA) toy sa shipping,
practices pnor to performing these functions. Installers shall provide tempora _
bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro
[p�e�r y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1 10,
as applicable, Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the wrwcmns
truss in conformance with ANSi/7 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305
and use of this drawing,
for any structure Is the responsibillly of the building Designer per ANSI/TPI 1 Sec.2.
For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.locsafe.orq Orlando FL, 32821
SEQN: 830671 HIPM Ply: 1 I Job Number: 20-0257 Cust: R761 JRef:1WY37610015 T52 /
FROM: CFT Qty: 1 /ADAIR GARCIA / /RESIDENCE DrwNo: 237.20.1206.42947
Truss Label: T27 AK / WHK 08/24/2020
s•io crn 1rs•1 1r4-
�6• o Se'1 I 5'5'6 ~ ST75
t --
_
8'
16-11.2
8'Y12
8'112 I
8'4.14
174• F 1'67
Loading Criteria (pst)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.027 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.049 D 999 240
H 657 /- /- /510 /419 /407
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.021 B - -
J 736 /- /- /488 /264 A
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL : 0.038 B - -
( )
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
H Brg Width = 3.5 Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.602
J Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.787
Bearings H & E are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.704
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20 0 /5 0
() ()
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration:1.60
WAVE
VIEW Ver:17.02.01A.1115.21
C-D 362 -749 D-E 447 -959
Lumber
Maximum Bot Chord Forces Per Ply (Ibs)
op chord 2x4 SP #2
Tot
Chords Tens.Comp. Chords Tens. Comp.
chord 2x4 SP #2
Webs 2x4 SP #2
H - G 454 0 G - E 792 -201
Bracing Maximum Web Forces Per Ply (Ibs)
WB: Web -Block, meaning 2x4 same grade/species Webs Tens.Comp. Webs Tens. Comp.
as web. Fastened to web with 3X3 or larger plates. H - C 729 -616 G - D 382 -261
See DRWG BRWEBLOK1 014 for further details. C-G 495 -330
Wind
Wind loads based on MWFRS with additional C&C
member design. �slf
"s1 idi
Left end vertical not exposed to wind pressure.
Left cantilever is exposed.to wind ��gn514pr4Ari11. d Y}'�'Y
Additional Notes
Refer to General Notes for additional information
No. 64 E OF
«0
coa A.
08/24/2020
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, byv TPI and SBCA) fo'r sa shipping,
practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceilingg Locations shown for permanent lateral restraint of webs shall have bracinfq installed per BCSI sections B3, B7 or B10,
as applicable. AppTy lates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. defer to ALPINE�
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the a "Co~
truss in conformance with ANSI PI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover pa
tge 6750 Forum Drive
listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The sui ability Suite 305
and use of this drawing,
for any structure is p e responsibility of the 9ullding Designer per ANSI/TPI 1 Sec.2.
For more Information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.00m• TPI: www.t inst.o ' SBCA: www.sbcindus .com; ICC: www.iccsafe.org Orlando FL, 32821
9 1
SEQN: 83061 / SPEC Ply: 1 I Job Number: 20-0257 Cust R761 JRef:1WY37610015 T6 /
FROM:CFT City: 7 - /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.42667
Truss Label: T28 �AK / WHK 0812412020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
6'10 6Y71 11'6'1 1T4'
16' 0 56'1 I 56'8 I ST'16 I
�I.SX4
F' 161IT
6'2'12 6'4'14 1'67 -1
8'112 1T4'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
**IMPORTANT- FURNISH THIS DRAV
> require extreme care in fabricating, handling
nent Safety Information, byy TPI and SBCA) III(
BCSI. Unless noted dtherwise,top chord
d riclid ceiling Locations shown for germane
icable. Apply plates to each face of truss an
is 160A-Z for standard plate positions.
a division of ITW Building Components Grou
conformance with ANSI�I PI 1, or for handlir
this drawing, indicates acceptance of ppr
le of this drawing for any structure is thg
information see this lob's general notes page and these
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.027 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.049 D 999 240
H 657 /- /- /511 /423 /408
Snow Duration: NA
HORZ(LL): 0.021 B - -
J 736 /- /- /488 /263 /-
HORZ(TL): 0.038 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor., 2.0
H Big Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.583
J Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.787
Bearings H & E are a rigid surface.
Rep Fac: Varies by Ld Case
Max Web CSI: 0.704
Members not listed have forces less than 375#
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
P? `gin
ffi
No. 648
e �
i ATE
COA
08/24/2020
\LL CONTRACTORS INCLUDING THE INSTALLERS
installing,and bracing. Refer to and follow the latest edition of BCSI (Building
actices prior to performing these functions. Installers shall provide tempora _
properly attached structural sheathing and bottom chord shall have a proppeWr y
�straint of webs shall have bracingq installed per BCSI sections B3, B7 or 610,
as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE
not be responsible for any deviation from this drawing,any failure to build the * MNOW�
installation and bracing of trussesA seal on this drawing or cover pa e , , 6750 Forum Drive
engineering responsibility solely for the des i n shown. The suit9abillty Suite Fos
bllity of the eullding Designer per ANSI/TPI 1 Sec.2.
LPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com ICC_ www.i=afe.org Orlando FL, 32821
SEQN:83067! HIPM I Ply: 1 Job Number: 20-0257 CustR761 JRet1WY37610015 T62 /
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42697
Truss Label: T29 AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "'
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
r4• I 6z•n I ma•1 � 1ra• I
� 1'4' 4Y0.10 5'S•6 5T15
=4x7
MI.
1 V4
A B c
414 16.11.2
11
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Bracing
(a) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
6'11.2
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.028 E 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.053 E 999 240
J 657 /- /0 /478 /410 /379
Snow Duration: NA
HORZ(LL): 0.017 B - -
L 736 /- /- /553 /277 !-
HORZ(TL): 0.032 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
J Brg Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.484
L Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.715
Bearings J & F are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.607
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)!5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver:17.02.01A.1115.21
D-E 406 -741 E-F 495 -955
.�� EPV
No. 848co AIAL
E OF
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J -1 669 -100 H - F 790 -271
I-H 435 -4
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp. Webs Tens. Comp.
J - C
750 - 654 D - H 447 - 339
C - 1
565 - 509 H - E 393 - 273
I- D
689 -557
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, byy TPI and SBCA) r saty practices pnor to performing these functions. Installers shall provide tempora
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proMy
qid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
le. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
rIrI 1,orrorr
acceptance
any sructure
his drawing,any failure to build the
on this drawing or cover page
Le design shown. The suitability
ALPINE
NE
6750 Forum Drive
Suite 305
Odando FL, 32821
SEQN: 83070! HIPM Ply: 1 Job Number: 20-0257 Cust:R761 JRef:1WY37610015 T64 %
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42402
Truss Label: T30 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
6'10 3'4' L 1011'4 1T4'
60 N6 673 I 7'Y12
1111.5X4 m4X7
AB c
} If 16'11'2
3'4'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
TV
10'3'
1'6-7 -I
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.028 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.051 G 999 240
1 657 /- /- /439 /391 /336
Snow Duration: NA
HORZ(LL): 0.014 B - -
K 736 /- A 1553 /298 /-
HORZ(TL): 0.027 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
1 Brg Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.904
K Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.566
Bearings I & E are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.693
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)!5(0)
Chords Tens.Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1 115.21
D-E 557 -942
�gtl P9p��Rw'{1�N,g1p �g��
o. ,'
CE OF
r
COA #cf�i%t
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I - H 530 - 64 G - E 769 - 326
H - G 766 - 325
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - C 704 - 583 H - D 754 - 626
C - H 444 - 377
08/24/2020
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, byv TPI an SBCA) r sa ety practices prior to performing these functions. Installers shall provide tempora
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a proLL1e�r y
ppid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
60A-Z for Is plate positions.
a division of
any
his drawing,any failure to build the
on this drawing or cover pa e
ie design shown. The suitability
ALPINE
.—COM —
6750 Forum Ddve
Suite 305
Orlando FL, 32821
SEQN: 83073/ HIPM Ply: 1 Job Number: 20-0257 Cust:R761 JRef:1WY37610015 T63 /
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42588
Truss Label: T31 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
6 o sa trra 1r4•
6' 0 4'9'6 5'9'3 6'2"12
101.6X4 =4x7
AB C
T1A 1611.2 i
47't0
8'
6'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
a
5'10"15
117
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.030 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0:055 G 999 240
1 657 /- A /404 /375 1292
Snow Duration: NA
HORZ(LL): 0.014 B - -
K 736 /- /- /547 /315 A
HORZ(TL): 0.026 B -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
1 Brg Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.663
K Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.421
Bearings I & E are a rigid surface.
Rep Fac: Yes
Rep
Max Web CSI: 0.603
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
20(0)/5(0)
FT/Chords
Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
C - D 349 -493 D - E 680 -972
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I - H 406 - 39 G - E 802 -449
H - G 799 - 449
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - C 691 - 594 H - D 632 - 502
C-H 417 -328
13
SLATFa
COAaf
08/24/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, b TPI an r7 SBCA) r safety practices prior to performing these functions. Installers shall provide tempora
BCSI. Unless noted o)herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10.
'le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
60A-Z for siandard plate positions.
TPI 1, or torn
acceptance
any structure
web sites: ALPINE:
his drawing,any failure to build the
on this drawing or cover pa e ,
ie design shown. The su( ablltty
ALPINE
uMrrxco_
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 83078 / HIPM Ply: 1 Job Number: 20-0257 Cust• R761 JR&AWY37610015 T30 )
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42182
Truss Label: T32 �AK / WHK 08124/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
212 T4" 12'1"4 1T4"
6" 0 n'9 473 52"12
1111.5X4 =4X7
A B C
16'11"2
6'7'10 4'10'15
7'4' 12'3" 17'4"
8'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Bracing
WB: Web -Block, meaning 2x4 same grade/species
as web. Fastened to web with 3X3 or larger plates.
See DRWG BRWEBLOK1 014 for further details.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg.Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.031 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.057 G 999 240
1 657 /- !- /375 /362 /249
Snow Duration: NA
HORZ(LL): 0.015 G - -
K 736 /- A /536 /331 /-
HORZ(TL): 0.027 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
1 Brg Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.832
K Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.573
Bearings I & E are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.404
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE I
VIEW Ver. 17.02.01A.1 115.21
C-D 531 -639 D-E 782 -990
No. 648
A 9
`E OF�
4- ' �"'{
COAA6'
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I - H 508 -116 G - E 824 - 554
H - G 822 - 555
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - C 723 - 637 H - D 507 - 363
C-H 410 -277
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety. Information, byy TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
�id ceilingg Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Appty plates to each face otPtruss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to
60A-Z for standard plate positions.
a division of
TPI 1, or for h
acceptance
any structure
his drawing,any failure to build the
on this drawing or cover pa e ,
ie desIgn shown. The suifablllty
A IPL NE
,v,—m—
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 830811 HIPM Ply: 1 Job Number: 20-0257 Cust: R761 JRef:1WY37610015 T51 /
FROM:CFT Qty: 1 /ADAIR GARCIA //RESIDENCE DnvNo: 237.20.1206.42493
Truss Label: T33 AK / WHK 08/24/2020
t
m
fo
a
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
S" 4'10"7 9'4" 13'3" 17'4"
8" 4'2"1 4'S"9 3'I 15 4'1'
=4X4 III1.5X4 =4X7
AB C D
I
�-1 16'11 "2
43°13 8'
4'10"7 r 9'a• 17'4^
s�0
s^ o
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
1-6'7 —{
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.028 E 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.051 E 999 240
J 657 !- !- /351 /351 /206
Snow Duration: NA
HORZ(LL): 0.012 H - -
L 736 /- /- l520 /344 /-
HORZ(TL): 0.022 H
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
J Brg Width = 3.5 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.507
L Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.548
Bearings J & F are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.429
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
B - C 510 -521 D - E 691 -776
1
C - D 510 - 521 E - F 882 - 983
f �1
u
No.� 648 1.
Oj
"k t 6� a'
;
V
COA #(E
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J -1 416 - 75 H - F 823 - 652
I- H 653 - 331
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B-J 611 -617 B-I 718 -703
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin sh�ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI an SBCA) fo'r sa ety practices prior to performing these functions. Installers shall provide temporary _
bracing er BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attache Sr pid ceiling Locations shown forpermanentlateral restraint of webs shall have bracing Ins ailed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face o truss and position as shown above and on the JoinTDetails, unless noted otherwise. f�efer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ANMVCo A
truss in conformance with ANSI/TPI 1, or for handlin4, shipping, installation and bracing of trussesA seal on this drawing or cover pafge , . 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The sui ability Suite 305
and use of this drawing,
for any structure is the responsibility of the 6uilding Designer per ANSI/TPI 1 Sec.2.
For more Information see this job's general notes page and these web sites: ALPINE: www.al Ineitw.com: TPI: www.t inst.or : SBCA: www.sbcindus .com: ICC: www.iccsafe.org Orlando FL, 32821
SEQN:1335/ SPEC Ply: 1 Job Number: 20-0257 Cust:R761 JRef:1WY37610015 T35 1
FROM: Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrxNo: 237.20.1206.43195
Truss Label: T34 I SSB / DF 08/2412020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
6' 8' 9'4" 13'3" 17'4"
1'4" 6' + 2' I 1+ 3'10"l5 4'1"
5'10"4
f 5'10"4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
12
6 F_1 =4X4 =4X4
C D
17'4"
2'9"12
8'6"
8 8" _ i 1-6-7 "I
17'4"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/def! L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.032 H 999 360
Loc R+ ! R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.059 H 999 240
J 648 /- /- /328 /330 /164
Snow Duration: NA
HORZ(LL): 0.016 H - -
K 752 /- P /508 1360 /-
HORZ(TL): 0.029 H - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
J Erg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.564
K Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.628
Bearings J & F are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.6B1
Members not listed have forces lesrs than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
B - C 842 -752 D - E 813 -780
C - D 839 - 676 E - F 1026 -1009
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J -1 835 - 601 H - F 848 - 778
I- H 832 -600
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
J - B 986 - 931
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyy
attache cPrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, B7 or 810'
as applicable. Appty tales to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise, f2efer to ALPINE^
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANWCO.AW
truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page . , 675o Forum Drive
listing this drawing indicates acceptance of proiessionar engineering responsibility solely for the design shown. The suitability Suite For
and use of this drawing,
for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more Information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t inst.or : SBCA: www.sbcindust .mm: ICC: www.icesafe.org Orlando FL, 32821
SEQN: 13301 SPEC Ply: 1 Job Number: 20-0257 Cust: R761 JRef:1WY37610015 T65 /
FROM: Qty: 1 /ADAIR GARCIA //RESIDENCE DrwNo: 237.20.1206.43320
Truss Label: T35 SSB / OF 08/24/2020
T
SO
ilSO
I (V
11
4' 6 114 174 J
4' 2' 5,4" T 6'
12
6 F7' =4X7 =4X5
C D
17'4"
3'10"4 2'1"12 5'0"8
3'10"4 6' 11,0118
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP. C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
6 3 8 1-6"7 —{
17'4"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U# Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.032 G
999 360 Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.059 G
999 240 J 648 /- P /309 /324 /120
Snow Duration: NA
HORZ(LL): 0.015 G
- - K 752 /- P /492 /368 P
HORZ(TL): 0.028 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
J Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.543
K Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.415
Bearings J & E are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.326
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
B - C 930 -925 D - E 923 -990
C - D 959 - 823
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
J - 1 910 - 678 H - G 814 - 565
I- H 907 - 679 G - E 814 - 642
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
J-B 1010 -1031
08/24/2020
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) r sa shipping,
practices pnor to performing these functions. Installers shall provide tempora _
bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperryly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. �tefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the aumwco ua
truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of trussesA seal on this drawing or cover pa�e , _ 6750 Forum Drive
listing this drawing indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The sui ability Suite For
and use of this gnawing for any structure Is Elie responsibility of the building Designer per ANSI(TPI 1 Sec.2.305
For more Information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.wrn; TPI: www.t inst.o ; SBCA: www.sbcindus .min: ICC: www.iccsafe.org Orlando FL, 32821
SEQN: 13271 SPEC Ply: 1 Job Number: 20-0257 Cust: R761 JRef:1WY37610015 T37 /
FROM: Qty: 1 /ADAIR GARCIA / /RESIDENCE DrwNo: 237.20.1206.43196
Truss Label: T36 SSB / DF 08/24/2020
2'
2'
4' + 8'8"
2' 4'8"
13'4" I 17'4"
4,8" t 4'
12
6 � =4X7 III1.5X4 =4X7
C D E
11.5X4 :5X10JSRS I
A
SO
F M
G-16 I -9,4„
L K J I H M 1
=6X6 1111.5X4 =3X4 =5X8 1111.5X4 =3X4(B1)
17'4"
f
1'10"4 2'1"12
4'8"
I
4'6"4
+
4'1"12 1-6"7 —{
110„41 4,
8,8"
13,2"4
17,4"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.052 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.096 D 999 240
L 648 A /- /327 /319 /89
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.018 H - -
M 752 /- /- /470 /374 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL : 0.034 H
( )
Wind reactions based on MWFRS
NCBCLL: 00
Mean Height: 15.00 ft
Code / Misc Criteria
CreepFactor: 2.0
L Erg Width = 7.6 Min Req = 1.5
Soffit: 2 . 00
TCDL: 4.0 psf
BCDL: 4.0 sf
Bldg Code: FBC 2017 RES
.
Max TC CSI: 0364
M Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
P
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.486
Bearings L 8, F are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 "
P 9�
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.174
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 17.02.01A.1115.21
B - C 962 -1047 D - E 1210 -1302
C - D 1210 -1302 E - F 943 -1039
Lumber
Top chord 2x4 SP #2
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Chords Tens.Comp. Chords Tens. Comp.
L - K 905 - 701 I - H 874 - 678
Wind
K-J 905 -703 H-F 871 -679
Wind loads based on MWFRS with additional CSC
J -1 927 -672
member design.
Additional Notes
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Refer to General Notes
for additional information
L - B 985 -1056 I - E 474 - 395
C-1 415 -316
�'ATE OF
e (-atr a sash , �s 4 Q,
COA #O i
08/24/2020
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary _
bracing per BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proCpefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ inslalled per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless no
otherwise. hefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the *emrcoM„wr
truss in conformance with ANSI gPl 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover, pa�e, , 6750 Forum Drive
I
isting this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 305
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
TPI: www.t inst.or ; SBCA: www.sbcindus .com: ICC: www.iccsafe.o Orlando FL, 32821
For more information see this job's general notes page and these web sites: ALPINE: www.alp!neitw.com;__
SEQN: 1321 / HIPS Ply: 1 Job Number: 20-0257 Cust: R761 JRef:1WY37610015 T1
FROM: Qty: 1 /ADAIR GARCIA//RESIDENCE DrwNo: 237.20.1206.43369
Truss Label: T37 SSB / DF 08/24/2020
T
So
in
T6
2' 8'8" 15'4" 17'4"
2' 6'8" 6'8" 2
12
6 =5X5 III1.5X4 =5X5
B C T2 D
17'4"
T
SO
0
__+9,4„
1'10"4 6712 6'9"12 1'10"4
i 0 1 88 15512 1�
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :T2 2x6 SP #2:
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=125)
TC: From 56 plf at 0.00 to 56 plf at 2.00
TC: From 28 plf at 2.00 to 28 plf at 15.33
TC: From 56 plf at 15.33 to 56 plf at 18.87
BC: From 10 plf at 0.00 to 10 plf at 17.33
BC: From 4 plf at 17.33 to 4 plf at 18.87
TC: 21 lb Conc. Load at 2.03,15.30
TC: 22 lb Conc. Load at 4.06, 6.06, 8.06, 9.27
11.27,13.27
BC: 33lb Conc. Load at 2.03,15.30
BC: 34 lb Conc. Load at 4.06, 6.06, 8.06, 9.27
11.27,13.27
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
�- 1'67 -�
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: N
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.140 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.251 C 820 240
A 603 /- A /- /287 /-
Snow Duration: NA
HORZ(LL): 0.017 B - -
J 700 /- A /- /401 A
HORZ(TL): 0.030 B
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
A Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.423
J Brg Width = 7.6 Min Req = 1.5
TPI Sid: 2014
Max BC CSI: 0.563
Bearings A & E are a rigid surface.
Rep Fac: Varies by Ld Case
Max Web CSI: 0.617
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RTi20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver.17.02.01A.1115.21
A-B 517-1084 C-D 1190 -2243
B - C 1190 - 2243 D - E 520 -1037
3. 48
ATE F�.
OA
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - I 937 -452 H - G 874 -443
I - H 927 -457 G - E 883 -437
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - H 1336 - 744 H - D 1391 - 758
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, b TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o) herwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinqq insTailed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. liefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for anv deviation from this drawinq,any failure to build the
MINI 1,ortorr
acceptance
any structure
1 or cover pa e
n. The sui ability
A IPL NE
Axmvmrn -
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 82913/ HIPM Ply: 1 Job Number: 20-0257 Cust:R761 JRef:1WY37610015 T36 !
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42666
Truss Label: T36 �AK / WHK 08/24/2020
4'6"8
4'6"8
4'4"12
�- 1'6"7 4'4"12
Loading Criteria (psi)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
D
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :T2 2x6 SP #2:
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W5 2x6 SP #2:
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.54 to 56 plf at 4.54
TC: From 28 pif at 4.54 to 28 plf at 13.97
BC: From 4 plf at -1.54 to 4 plf at 0.00
BC: From 20 pif at 0.00 to 20 plf at 4.57
BC: From 10 plf at 4.57 to 10 plf at 13.97
TC: 260 lb Conc. Load at 4.57
TC: 106lb Conc. Load at 6.60, 8.60,10.60,12.60
BC: 145 lb Conc. Load at 4.57
BC: 84lb Conc. Load at 6.60, 8.60,10.60,12.60
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
9'0"5
4'5"13
13'11"10
4'11 "5
5C5 1112p4 T2 = 5X5 E
13'11"10
i 47'9
f 9'0"5
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
4'11"5
13'11"10
Defl/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.046 H 999 360
VERT(CL): 0.085 H 999 240
HORZ(LL): 0.014 F - -
HORZ(TL): 0.025 F -
Creep Factor: 2.0
Max TC CSI: 0.701
Max BC CSI: 0.783
Max Web CSI: 0.350
VIEW Ver: 17.02.01A.1115.21
08/24/2020
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1018 !- /- /- /532 /-
1 937 /- /- /- /473 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
1 Brg Width = 7.6 Min Req = 1.5
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 783 -1565 D - E 714 -1420
C-D 716 -1422
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1332 - 652 H - G 1321 - 656
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D - G 363 - 442 E - F 472 - 839
G-E 1541 -781
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI an SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarryv
bracing per BCSI. Unless noted 0 herwise,top chord shall have properly attached. structural sheathing and bottom chord shall have a progpefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ke-fer to
drawings 160A-Z for standard plate positions.
rTPI 1, or for r
acceptance
any structure
web sites:
from this drawing,any failure to build the
t seal on this drawing or cover pa e
for the design shown. The suitability
ALPINEINE
amrtwCoM
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 82975 / HIPM Ply: 1 Job Number: 20-0257 Cust R 761 JRef:1 WY37610015 T15
FROM: City: 1 /ADAIR GARCIA / /RESIDENCE DrwNo: 237.20.1206.43166
Truss Label: T39 �AK / WHK 08/24/2020
i 6'6"8 _ � _ 13'5"6 _ i13. .10
6'6"8 6'10"14 6"
=4X7 1113X4
C D E
12
6
0
o
io io
l�
B
J6 A t—V
H G F
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
13'7"2
—1'6"7 6'8"4 676
6'8"4 13710
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI'Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
1311.10
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefl U#
Gravity Non -Gravity
VERT(LL): 0.011 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 611 /- /- /441 /288 1174
VERT(CL): 0.020 H 999 240
HORZ(LL):-0.006 H - -
G 528 /- /- /271 1281 /-
HORZ(TL): 0.009 G
Wind reactions based on MWFRS
Creep Factor: 2.0
B Brg Width = 7.6 Min Req = 1.5
Max TC CSI: 0.855
G Brg Width = 3.5 Min Req = 1.5
Max BC CSI: 0.526
Bearings B & G are a rigid surface.
Max Web CSI: 0.542
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-C 537 -660
VIEW Ver: 17.02.01A.1 115.21
rg
•am^o-onx
,OE3�_ERG
/No. 66648
M Y
OF
con�f��
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 506 - 623 H - G 513 - 624
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - G 669 - 545
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinqg shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byv TPI ang SBCA) fo' satPety practices prior to performing these functions. Installers shall provide tempora
bracing per BCSI. Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelr y
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to
drawings 160A-Z for standard plate positions.
Alpine. a division of ITW Buildina Comoonents GfoUD Inc. shall not be responsible for anv deviation from this drawing,any failure to build the
rI-HI 1, or for r
acceptance
any structure
seal on this drawing or cover pa e,
r for the design shown. The suitability
ANSUTPI 1 Sec.2.
org; SBCA: www.sbcindustry.com; ICC: www.iccsaf
ALPINE
."Co~
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEON: 82978 / HIPM Ply: 1 Job Number: 20-0257 Cust: R 761 JRef1WY37610015 T16 %
FROM:CFT Oty: 1 /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.42618
Truss Label: T40 �AK / WHK 08/24120;
Loading Criteria (pso
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
4'4"5
4'4"5
8'6°8 1 13'5"6 six' 1.10
4'2°3 4'10"14 6"
=4X7 1111.5X4
D E F
12 1.5X4
6 C
Ino_
-v io
rn
B
sg 4•
i A
I H G
[-- 1'6"7
Wind Criteria
Wind Std: ASCE 7-10
Speed:160 mph
Enclosure: Closed
Risk Category: 11
EXP: C Kzt: NA
Mean Height: 15.00 It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
13'7"2
8'6"8
8'6"8
4Y2
13'3"10
8"
,11 h"10
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc
Udef! U# Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.017 C
999 360 Loc R+ ! R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.031 C
999 240 B 611 /- /- /456 /274 1217
Snow Duration: NA
HORZ(LL):-0.007 H
- - H 528 /- P /295 /292 /-
HORZ(TL): 0.011 H
Wind reactions based on MWFRS
Code / Mist; Criteria
Creep Factor: 2.0
B Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.567
H Brg Width = 3.5 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.632
Bearings B & H are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.363
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
:20(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate ):
WAVE
VIEW Vev 17.02.01A.1115.21 B - C 667 -733 C - D 411 -479
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -I 606 -891 I- H 373 -468
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C -1 485 -267 D - H 627 -499
08/24/2020
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, hancilin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporaryry
bracing per BCSI. Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached ri id ceilin Locations shown for ermanant lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610'
as applicable. Apply plates to each face otPtruss and position as shown above and on the Join Details, unless noted otherwise. f�efer to ALPINE^
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin$Components Group Inc. shalt not be responsible for any deviation from this drawing,any failure to build the ,wnwcoA
truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive
listing this drawing indicates acceptance of pro , Iona engineering responsibility solely for the design shown. The suitability
and use of this drawing,
for any structure Is p e responsibility of the Building Designer per ANSVTPI 1 Sec.2. Suite 305
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.orq; SBCA: www.sbcindustry.com; ICC: www.iasafe.orq Orlando FL, 32821
SEQN: 82981 / HIPM Ply: 1 Job Number: 20-0257 Cust: R761 JRef:1WY37610015 T17 /
FROM:CFT City: 1 /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.42275
Truss Label: T41 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
T.
1
F— T67
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
5'6"1 10'6'8 13'S'6 �13'11'10
5'6"1 5'0'7 I 2'166
=4X7 1111.5X4
D E F
13T2
5'4"5 5'29 2'92
64 S 10'6"8 13'3"10
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): 0.019 J 999 360
Lu: NA Cs: NA
VERT(CL): 0.036 J 999 240
Snow Duration: NA
HORZ(LL): 0.007 H - -
HORZ(TL): 0.013 H
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.549
TPI Std: 2014
Max BC CSI: 0.319
Rep Fac: Yes
Max Web CSI: 0.296
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
08/24/2020
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 611 /- /- 1464 /258 /261
H 528 /- /- /327 /307 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
H Brg Width = 3.5 Min Req = 1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 515 - 742
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-J 603 -815 J-1 601 -816
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C -1 590 -436 D - H 628 -459
—WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, byv TPI and SBCA) toy safety practices pnor to performing these functions. Installers shall provide temporary
_
bracing per BCSI. Unless noted o"therw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the a mvco uaur
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive
listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability, Suite For
and use of this awing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.305
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.lecsafe.org Orlando FL, 32821
SEQN:82995/ HIPM Ply: 1 Job Number:20-0257 Cust:R761 JRef:1WY37610015 718 /I
FROM:CFT Qty: 1 /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.42635
Truss Label: T42 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
6'4'5
6'4'5
12'6'6
673
=4X4 01.5X4
D E F
13'7'2 11
6'6'1 6'9"9
—167—r fi'6'1 + 13'3'10 -
1' 3'1'I'1.
Wind Criteria
Wind Std: ASCE 7-10
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W2 2x4 SP 2250f-1.9E:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.022 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.040 C 999 240
B 611 /- /- /466 /239 /304
Snow Duration: NA
HORZ(LL):-0.008 E - -
H 528 /- /- 1365 /324 /-
HORZ(TL): 0.014 E - -
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.790
H Brg Width = 3.5 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.592
Bearings B & H are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.662
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1 115.21
B-C 373 -724 C-D 649 -719
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - I 583 - 752
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - 1 646 - 380 D - H 668 -420
I- D 723 -889
08/24/2020
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a progeny
i�id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
Sle. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (Refer to
a division of
from this drawing,any failure to build the
L seal on this drawing or cover pa e , _
r for the design shown. The s.,Pabdtty
ANSVTPI 1 Sec.2.
org; SBCA: www.sbcindustry.wrn; ICC: www.lccsaf
ALPINE
•unwcaMvaxr
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 82990 / MONO Ply: 1 Job Number: 20-0257 Cust: R761 JRef 1WY37610D15 T31 l
FROM: CFT Qty: 8 /ADAIR GARCIA / /RESIDENCE DrwNo: 237.20.1206.42057
Truss Label: T43 �AK / WHK 08/24120:
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
6
77'10 13'5'6 i13'11'10
T2'10 62'12 6'
1372 a 1
TO'14 67'12
I— 167 —} 7'014 ~ 13710
�8'
1' 3'15'1.
Wind Criteria
Wind Std: ASCE 7-10
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP 2250f-1.9E
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
Snow Criteria (P9,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.013 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.023 H 999 240
B 611 /- /- /464 /223 /335
Snow Duration: NA
HORZ(LL): 0.006 G - -
G 528 /- /- /396 /338 /-
HORZ(TL): 0.011 G
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor. 2.0
B Erg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.438
G Erg Width = 3.5 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.513
Bearings B & G are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.588
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
B-C 263 -685
e
IATE OF
�®
l m
4M�_0
COA N.&_ -1 tv
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 540 - 664 H - G 537 - 663
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - G 770 - 623 D - G 386 -159
08/24/2020
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, byy TPI and SECA) fsafety practices pnor to performing these functions. Installers shall provide temporary
r BCSI. Unless noted dtherwlse,top chord shall have property attached structural sheathinq and bottom chord shall have a properly
gid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
) a. Apply lates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
60A-Z for s�andard plate positions.
a division of
'IYI 1, or Tor
acceptance
any sructure
his drawing,any failure to build the
on this drawing or cover page
Le design shown. The suitability
ALPINE
-MCo—.
6750 Forum Drive
Suite 305
Orlando FL, 32821
a
SEQN: 829991 HIPM Ply: 1 Job Number: 20-0257 Cust: R761 JRef:1WY37610015 T32 /
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.43149
Truss Label: T44 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
T9
1
F-
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
6'2.12 2'
6'2'72 573
1372
52
311
=4X7 011.5X4
D E F
tea'
1' 3'11.10
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.019 J 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.034 J 999 240
B 611 /- /- /466 /244 /292
Snow Duration: NA
HORZ(LL): 0.007 H - -
H 528 /- /- /354 /319 /-
HORZ(TL): 0.012 H
Wind reactions based on MWFRS
Code / Misc Criteria
Creep Factor: 2.0
B Brg Width = 7.6 Min Req = 1.5
Bldg Code: FBC 2017 RES
Max TC CSI: 0.718
H Brg Width = 3.5 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.362
Bearings B & H are a rigid surface.
Rep Fac: Yes
Rep
Max Web CSI: 0.428
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
20(0)/5(0)
FT7Chords
Tens.Comp.
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
B - C 406 -721
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 580 - 762 J - 1 577 - 762
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C -1 689 -526 D - H 656 -484
D - I 377 - 351
%� STATE OF
COA #f� r� � �m
08/24/2020
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) fo'r sa shipping,
practices pnor to performing these functions. Installers shall provide tempora
bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properyrly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, _
as applicable. App y fates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to ALPINE�
drawings 160A-Zfors�andard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the •e mvcoMvaer
truss in conformance with ANSIII PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover patge, . 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design. shown. The su! ability Suite 305
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes pape and these web sites: ALPINE: www.al ineitw.mm' TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: wwwJi afe.orq Orlando FL, 32821
SEON: 83002 / HIPM Ply: 1 Job Number: 20-0257 Cust R761 JRef:1WY37610015 T33 /
FROM: CFT Oty: 1 /ADAIR GARCIA / /RESIDENCE DrwNo: 237.20.1206.42056
Truss Label: T45 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
F2"12 10' 13X6 i16"4 10
5'2.12 4'9"3 3'56 6'
=4X7 111.5X4
D E F
6 12 G C4
N
B
T
1 A i_v,
J I H G
137"2
--1,5„7 5'1" 490'15 _i_ 3'3"10
5'1" 10' 13'3'10
�8'
1' 3'11"10
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.020 J 999 360
VERT(CL): 0.036 J 999 240
HORZ(LL): 0.007 H - -
HORZ(TL): 0.013 H
Creep Factor: 2.0
Max TC CSI: 0.496
Max BC CSI: 0.289
Max Web CSI: 0.299
VIEW Ver: 17.02.01A.1115.21
08/24/2020
-
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 611 /- /- /463 /263 /249
H 528 /- /- /318 /303 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
H Brg Width = 3.5 Min Req = 1.5
Bearings B & H aye a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 550 - 748
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 610 - 831 J - 1 608 - 831
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - 1 553 -401 D - H 623 -461
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, lay TPI an SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary_
bracing per BCSI. Unless.noted olherwiseJop chord shall have properly attached structural sheathing and bottom chord shall have a progeny
attacher�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
as applicable. Apply Plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Defer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the mn oon van
truss In conformance with ANSI g PI 1, or for handlin1, shipping, installation and bracing of trussesA seal on this drawing or cover pa�e , _ 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 305
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindus .com: ICC: www.iccsafe.org Orlando FL, 32821
SEQN:83005! HIPM Ply: 1 Job Number: 20-0257 Cust:R761 JRef:1WY37610015 T34 /
FROM:CFT Qty: 1 /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.42104
Truss Label: T46 �AK / WHK 08/24/2020
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
i 4'1' 8' 13'S"6 i13'}1"10
4'1" 3'10"15 i 5'S'6 6"
=4X7 1111.5X4
D E F
12 @1.5X4
6 F�l C
tp N
V O
im
B
1 A9 4'
I H G
137"2
8' _f_ 5'3"10
�-- 1 6'7 8' 13'3"10
Wind Criteria
Wind Std: ASCE 7-10
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
Additional Notes
Refer to General Notes for additional information
1' 3'1 Y.10
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.018 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 611 /- /- /453 /278 /206
Lu: NA Cs: NA
VERT(CL): 0.033 C 999 240
Snow Duration: NA
HORZ(LL):-0.007 H - -
H 528 /- /- /288 /289 /-
HORZ(TL): 0.012 H
Creep Factor: 2.0
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.544
H Brg Width = 3.5 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.596
Bearings B & H are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0,400
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
B - C 699 -744 C - D 462 -513
WAVE
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -I 616 -902 I- H 408 -509
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - 1 450 - 238 D - H 638 - 512
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byv TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide tempora _
bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the JOinFDetails, unless no
otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN MY
truss in conformance with ANSIITPI 1, or for handling, shlppintq, installation and bracing of trussesA seal on this drawing or cover page, , 6750 Forum Drive
listing this drawin indicates acceptance of pro essrona englneer!n responsibility solely for the design shown. The sui ability Suite 305
and use of this grawing for any structure is the responsibility of the �uilding Designer per ANSI/TPI 1 Sec.2.
For more Information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t inst.o ; SBCA: www.sbcindus .com: ICC: www.lec afe.org Orlando FL, 32821
SEQN: 830081 SPEC Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1 WY37610015 T38 /
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.43165
Truss Label: T47 AK / WHK 08/2412020
7'
7'
8' 13111"10
1' 5111 "10
=4X5
C
e 5X5 1112X4
D E
12 I
6�
m
o co (o
o -to
W4 v
B
1 A I—V
FH
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
�— 1'6"7
Wind Criteria
Wind Std: ASCE 7-10
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W4 2x6 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
13'11"10
7'1"12
7'1"12
6'9"14
13'11"10
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.014 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 625 /- /- /441 /296 1164
Lu: NA Cs: NA
VERT(CL): 0.026 D 999 240
Snow Duration: NA
HORZ(LL): 0.006 F - -
H 520 /- /- /274 /269 /-
HORZ(TL): 0.011 F -
Creep Factor: 2.0
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.673
H Brg Width = 7.2 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.509
Bearings B & H are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.470
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
VIEW Ver: 17.02.01A.1115.21
B - C 667 -697 C - D 735 -611
WAVE'
w
o.
6648 1.
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - G 546 - 712 G - F 590 - 722
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
D - F 781 - 627
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, byy TPI an SBCA) r safety practices pnor to performing these functions. Installers shall provide temporarryy
BCSL Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro[p�eriy
id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3, B7 or B10,
e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to
a division of
-1 PI 1, or for nanoling, shipping, Inst
acceptance of pr0resstonar engl
any structure is the responsibility
ral notes page and these web sites: ALPINE:
his drawing,any failure to build the
on this drawing or cover page,
ie design shown. The suitability
ALPINE
*NRW COMVANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 1305 / SPEC I Ply: 1
FROM: Qty: 1
T 12
6
zo
SO
T B
sLs A
3X4(B1)
a �
Job Number: 20-0257
/ADAIR GARCIA / /RESIDENCE
Truss Label: T48
6' 8'
6' 2' r 2' 4'
=4X7 =4X4
C D
5X10(SRS)
E
J I H
III1.5X4 =3X8 III1.5X4
Cust:R761 JRef:1WY37610015 T40 1
DrwNo: 237.20.1206.43259
SSB / DF 08/24/2020
14'
�— 1'6"7 —
61"12 1'8"8 2'3"8
+ 1
3'10"4
6'1"12 7'10"4+ 10'1"12
14'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): 0.017 J 999 360
Loc R+ / R- / Rh / Rw / U / RL
BOLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.032 J 999 240
B 627 /- /- 1425 /305 /120
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.008 G - -
K 521 /- /- /252 /261 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL
( ): 0.014 G - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 It
Code / Misc Criteria
Creep Factor: 2.0
B Erg Width = 7.6 Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.576
K Br Width = 7.6 Min Re 1.5
g q =
Load Duration: 1.25
psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.349
Bearings B & li are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Fac: Yes
Max Web CSI: 0.247
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20 0 /5 0
() ()
Chords Tens.Comp. Chords Tens. Comp.
GCp!: 0.18
Plate Type(s):
Wind Duration:1.60
WAVE
VIEW Ver. 17.02.01A.1 115.21
B-C 798 -728 D-E 816 -637
C - D 788 -549
Lumber
Top chord 2x4 SP #2
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Chords Tens.Comp. Chords Tens. Comp.
B-J 580 -744 I-H 686 -829
Wind
J -1 584 - 745 H - G 690 - 828
Wind loads based on MWFRS with additional C&C
member design.
Maximum Web Forces Per Ply (Ibs)
Right end vertical not exposed to wind pressure.
9 P P
Webs Tens.Comp.
Additional Notes
E - G 939 -781
Refer to General Notes for additional information
No.
E OF
COA #024
08/24/2020
""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , handl!n shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI ang SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary _
bracing er BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
attacher�0 ld ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
as applicab0.e. Apply lates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f�efer to ALPINE
drawings 160A-Z for sgandard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w_CWPµr
truss in conformance with ANSIf� PI 1, or for handiin% shipping, installation and bracing of trussesA seal on this drawing or cover pafge, , 6750 Forum Drive
listing this drawing indicates acceptance of pro esslona engineerin9 responsibility solely for the design shown. The sut ability Suite 305
and use of this 9rawing for any structure Is the responsibility of the building Designer per ANSIffPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpmeitw.com: TPI: www.t inst.or ; SBCA: www.sbcindusl .com: ICC: www.Iccsafe.orq Orlando FL, 32821
a a
SEON: 13181 SPEC Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1 WY37610015 T5 /
FROM: City: 1 /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.43212
Truss Label: T49 SSB / DF 08/24/2020
T
P
(V
A
4' 10' 12' 14'
t' 4, i 6' 12, 2,
=4X7 =4X4
C D
12
6
14'
1111.5X4
F
4'1"12 5'8"8 2'3"8 1'10"4
1'6"7 4'1"12 + 910"4 } 12'1"12 + 14' i
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Sid: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
GK
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.025 J 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 627 /- !- 1408 /312 /89
Lu: NA Cs: NA
VERT(CL): 0.045 J 999 240
Snow Duration: NA
HORZ(LL): 0.010 G
K 521 /- /- 1264 /256 /-
HORZ(TL): 0.018 G
Creep Factor: 2.0
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.476
K Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.399
Bearings B & K are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.164
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
VIEW Ver: 17.02.01A.1 115.21
B-C 866 -822 D-E 908 -819
WAVE
C - D 899 - 742
TI
.44, �� .
z
COa ,
08/24/2020
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 685 - 761 1- H 697 - 798
J -1 690 - 759 H - G 697 - 795
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
E-G 928 -812
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Went Safety. Information, byv TPI an� SBCA) r saty practices prior to performing these functions. Installers shall provide temporary
Ter BCSI. Unless noted o"therwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro efly
riggid ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or �10,
cable. AppTy lates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
s 160A-Z for s�andard plate positions.
a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI gPI 1, or for handlin, shippiniq, installation and bracing of trussesA seal on this drawing or cover pafge ,
this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The sui ability
;e of this yawing for any structure Is the responsibility of the building Designer per ANSIITPI 1 Sec.2.
information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org: SBCA: www.sbcindustry.com: ICC: www.iccsaf,
ALPINE
•N COMFNlr
6750 Forum Drive
Suite 305
Orlando FL, 32821
o
SEQN:1299/ HIPS Ply: 1 Job Number: 20-0257 Cust:R761 JRef:1WY37610015 T50 /
FROM: Qty: 1 /ADAIRGARCIA//RESIDENCE DnwNo: 237.20.1206.43305
Truss Label: T50 SSB / DF 08/24/2020
%i
co
io
T
Js
2' 7' 1 12' 1 14'
r 2' 5. 51
12 =5C5 1111.5pX4 T2 =5X5
6
B F T
0
A Ng,4„
I H G J
3X4(B1) 1111.5X4 =5X8 1111.5X4=3X4(61)
1'10"4 5'1 '12
1'6"7 1'10"4 7'
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 7.00
Speed: 160 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
D
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 :T2 2x6 SP #2:
Bot chord 2x4 SP #2
Webs 2x4 SP #2
Special Loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.54 to 56 plf at 2.00
TC: From 28 plf at 2.00 to 28 plf at 12.00
TC: From 56 plf at 12.00 to 56 plf at 14.00
BC: From 4 plf at -1.54 to 4 plf at 0.00
BC: From 10 plf at 0.00 to 10 plf at 14.00
TC: 21 lb Conc. Load at 2.03,11.97
TC: 22 lb Conc. Load at 4.06, 6.06, 7.94, 9.94
BC: 33 lb Conc. Load at 2.03,11.97
BC: 34 lb Conc. Load at 4.06, 6.06, 7.94, 9.94
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
14'
5'1"12 110"4
12'1"12 14'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.059 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 581 /- /- A /336 /-
Lu: NA Cs: NA
VERT(CL): 0.103 D 999 240
Snow Duration: NA
HORZ(LL): 0.009 G - -
J 482 /- /- A /222 /-
HORZ(TL): 0.017 G
Creep Factor: 2.0
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
Code / Misc Criteria
Bldg Code: FBC 2017 RES
Max TC CSI: 0.313
J Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.404
Bearings B & F are a rigid surface.
Rep Fac: Varies by Ld Case
Max Web CSI: 0.201
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
VIEW Ver:17.02.01A.1115.21
B-C 377 -752 D-E 736 -1411
WAVE
C - D 736 -1411 E - F 374 -797
08/2412020
.' of
a
ATE OF p 1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - I 626 - 307 H - G 673 - 326
I - H 621 - 312 G - F 679 - 322
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - H 812 -435 H - E 758 -421
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing., Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, byy TPI an r7 SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide tempora _
bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a proper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ♦defer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ."m aoMvnn.
truss in conformance with ANSI/ PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 3o5
and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindus .cam; ICC: www.iccsafe.org Orlando FL, 32821
SEQN:82870/ EJAC Ply: 1 Job Number: 20-0257 Cust:R761 JRef:1WY37610015 T13 %
FROM:CFT Qty: 10 /ADAIRGARCIA//RESIDENCE Dnallo: 237.20.1206.43056
Truss Label: J1 1AK / WHK 08/24/2020
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
C
11'10"2
12
6
0
o
CV C7
B
T
s A 9.4„
D
3X4(B1)
1'67 4'6"8
4'6"8
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.003 C -
HORZ(TL): 0.004 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.596
TPI Std: 2014
Max BC CSI: 0.217
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
VIEW Ver: 17.02.01A.1115.21
WAVE
. 66648 1
E OF �«
�41
COA NI
08/24/2020
0
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 280 /- /-
/237 1118 /131
D 84 /- /-
/66 /10 /-
C 106 /- A
/49 188 /-
Wind reactions based on MWFRS
B Brg Width = 7.6
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
'"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shying, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byv TPI and SBCA) fo'r sa ety practices pnor to performing these functions. Installers shall provide tempora
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper�y
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing ins ailed per BCSI sections 63, 87 or 810,
as applicable. Appty plates to each face, of truss and position as shown above and on the JoingDetails, unless noted otherv✓ise. fiefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW.Building Components Group Inc. shall not be responsible for anv deviation from this drawinq,anv failure to build the
iri 1,orrorr
acceptance
any s�ructure
1 or cover Pa e
n. The sui ability
ALPINE
NE
.-CWA.
6750 Forum Drive
Suite 305
Orlando FL, 32821
k s
SEQN: 109274/ EJAC Ply: 1 Job Number: 20-0257 Cust:R761 JRef:1WY37610015 T48 %
FROM: CFT Qty: 10 /ADAIR GARCIA //RESIDENCE DrwNo: 237.20.1206.42403
Truss Label: J2 �AK / WHK 08/24/2020
Loading Criteria (psf)
TOLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
C
12'2"14
12
6
SO
N (p
7 00
CM
T B
Y
A9�4��
D
3X4(B1)
1'6"7
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
:7ClY
64"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
0
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL):-0.005 C
HORZ(TL): 0.007 D
Creep Factor: 2.0
Max TC CSI: 0.811
Max BC CSI: 0.308
Max Web CSI: 0.000
VIEW Ver: 17.02.01A.1115.21
STATE OF
COA#f��
08/24/2020
M
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 307 /- /- /255 /127 /148
D 99 /- /- 176 /13 /-
C 129 /- /- /62 /105 A
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propprly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW_Building Components Group Inc. shall not be responsible for any deviation from this drawinmanv failure to build the
iri 1,orTor r
acceptance
any sructure
I or cover pa e
n. The sui ability
ALPINE
NE
.wv CWa
6750 Forum Drive
Suite 305
Orlando FL, 32821
� l 1
SEQN: 1293 / EJAC Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1 WY37610015 T39 /
FROM: Qty: 14 ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.43273
Truss Label: J3 SSB / DF 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
T
1'6" 7
nn
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
C
2'
2'
T10'614
zo m
r- -
0
N 91411
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.001 C
HORZ(TL): 0.001 C
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.517
TPI Std: 2014
Max BC CSI: 0.074
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
No. 648
x.E F�
�3
COA#0?�
08/24/2020
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 206 /- /-
/196 /100 175
D 34 /- /-
/33 /10 /-
C 22 /- /-
/22 /23 /-
Wind reactions based on MWFRS
B Brg Width = 7.6
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI and SBCA) for safetypractices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppey
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f7efer to ALPINE�
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the mmcon u
truss in conformance with ANSI 4PI 1, or for handlin, shipping, installation and bracing of trussesA seal on this drawing or cover pal e , _ 6750 Forum Drive
I
isting this drawing indicates acceptance of pro essiona engineerin9 responsibility solely for the design shown. The sui ability Suite 305
and use of this gnawing for any structure is the responsibility of the 6u!Id!ng Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.al Ineitw.wm: TPI: www.t inst.or ; Sack www.sbcindus .com: ICC: www.icmafe.orq Orlando FL, 32821
Y L
SEQN: 82883 / HIP_ Ply: 1 Job Number: 20-0257 Cust: R761 JR&AWY37610015 T14 /
FROM:CFT Qty: 3 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42743
Truss Label: Kt AK / WHK 0812412020
C
11'9"14
12
4.24
SO
N
CV �
B
A V'4"
D
6'5"1
�- 2,2„1 T
6'5"1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT:NA PP Deflection in loc Udefl U#
TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 D
Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.004 D
Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0
NCBCLL: 0.00 TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.451
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.205
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000
Loc. from endwall: NA FT/RT:20(0)/5(0)
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Vec 17.02.01A.1115.21
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Loading
Hipjack supports 4-6-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. ,tglmut tff7g 7
No. 648E OF
C0A #c a Af
l `
08/24/2020
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 258 /- /-
P /150 /-
D 61 /- /-
/21 P /-
C 153 /- /-
/- /120 /-
Wind reactions based on MWFRS
B Brg Width = 10.8
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B Is a rigid surface.
Members not listed have forces less than 375#
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handling shii ping, instailing,and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, b TPI and SBCA) r sa ety practices pnor to performing these functions. Installers shall provide temporary
BCSI. Unless noted o)herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeii
Cc.
ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10y
le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
7PI 1; or for h
acceptance
any structure
ire to build the
cover pa e
.,
The sui ability
ALPINE
NE
♦umvcavu+r
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 82886/ HIP_ Ply: 1 Job Number: 20-0257 Cust:R761 JRef:1WY37610015 T49 I
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42462
Truss Label: K2 �AK / WHK 08/24/2020
6"2
A.
C
12'2" 10
12
4.24
N
CV 00
ih ap
M
B
9r4„
A
D
3X4(B1)
i - - 221
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 R
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Loading
Hipjack supports 5-4-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (3) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
7'6"8
7'6"8
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.010 D
HORZ(TL): 0.018 D
Creep Factor: 2.0
Max TC CSI: 0.864
Max BC CSI: 0.411
Max Web CSI: 0.000
VIEW Ver. 17.02.01A.1115.21
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 274 /- /- /- /151 !-
D 94 P /- /24 /- /-
C 226 /- A A /176 A
Wind reactions based on MWFRS
B Brg Width = 10.8 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, b TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted o) herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
�id ceilingq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,
e._ App1V plates to each face of truss and position as shown above and on the Join[ Details, unless noted otherwise, kifer to
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1, or for handlin shippin, installation and bracing of trussesA seal on this drawing or cover patge.
listing this drawing, indicates acceptance of pro essrona engineeringg responsibility solely for the design shown. The sui ability
and use of this drawing for any structure Is the responsibility of the 6u!Iding Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org: SBCA: www.sbcindustry.com• ICC: www.ic saf
ALPINE
NE
a�rrwmruu+r
6750 Forum Drive
Suite 305
Orlando FL, 32821
{ ) a r
SEQN: 1296 / HIP_ I Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1 WY37610015 T44 %
FROM: Qty: 4 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.43368
Truss Label: K3 SSB / OF 08/241:
12 C
T10r6"10
N
tS cfl tb
6T��22 O
1 N
9r4n
A D
3X4(B1)
219"1 5
I 2,2"1
219" 15
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAMNA
PP Deflection in loc Udefl U#
TCDL: 7.00
Speed: 160 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL):-0.001 D
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.002 D
Code / Misc Criteria
NCBCLL: 0.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
CreepFactor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
Bldg Code: FBC 2017 RES
Max TC CSI: 0.290
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.063
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: No
Max Web CSI: 0.000
Loc. from endwall: NA
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
Wind Duration: 1.60
WAVE
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Loading
Hipjack supports 2-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
"WARNING" READ AND FOLLOW ALL
"IMPORTANT" FURNISH THIS DRAWING TO ALL C
(cable. Apply plates to each faceof truss and position as sn�
Is 160A-Z for standard plate positions.
a division of ITW Building Components Group Inc. shall not b
conformance with ANSl1TPI 1, or for handling, shipping, inst
this drawing, indicates acceptance of professions engi
ce of this drawing for any structure Is the responsibility
Information see this job's general notes page and these web sites: _ ALPINE:
a$gnmaa WA y,�A%
ffi�
o 6646
0
STATE OFORVT�
��
con #f7 AL
09/24/2020
0
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 151 /- A /- /97 P
D - /0 /- /11 /- /-
C - Pi /- P /3 P
Wind reactions based on MWFRS
B Big Width = 10.8 Min Req = 1.5
D Big Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
THIS DRAWING!
tRS INCLUDING THE INSTALLERS
c!ng. Refer to and follow the latest edition of BCSI (Building
rforming these functions. Installers shall provide temporary
structural sheathin� and bottom chord shall have a progeny
tall have bracingg ins alled per BCSI sections B3, B7 or 10,
Ind on the JointDetails, unless noted otherwise. Beier to
e for any deviation from this drawing,any failure to build the
bracing of trussesA seal on this drawing or cover pa e
sponslbilitysolelyfo�th design shown. The suifabdlty
A IPL NE
•xnwcoMvµr
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 82864 / JACK Ply: 1 Job Number: 20-0257 Cust: R 761 JRet:1 WY37610015 T12
FROM:CFT City: 8 /ADAIRGARCIAI/RESIDENCE DrwNo: 237.20.1206.42105
Truss Label: C1 �AK / WHK 08124/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
12 C
6
10'0"14
B
o �
� gr4n
A
D
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
1'
' 1' '
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.001 C
HORZ(TL): 0.001 C
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.476
TPI Std: 2014
Max BC CSI: 0.056
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
VIEW Ver: 17.02.01A.1115.21
WAVE
0
N,
EA
08/24/2020
0
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 209 /- /- 1218 /132 /54
D 13 /-4 /- /22 115 /-
C - /-41 /- /52 /66 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
"WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
_
bracing er BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attache �Hgid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply tales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,w,rwmnvnw
truss in conformance with ANSI PI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive
listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability
and use of this gnawing for any structure is the responsibility of the guild!ng Designer per ANSI/TPI 1 Sec.2. Suite 305
For more Information see this job's general notes page and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.lccsafe.org Orlando FL, 32821
SEQN: 82865 / JACK Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1WY37610015 T11 !
FROM:CFT City: 4 /ADAIRGARCIA//RESIDENCE DrwNo: 237.20.1206.42401
Truss Label: C2 �AK / WHK 08/2412020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
T
6"6
i
1'6"7
3X4(B 1)
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
C
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
PIE NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.001 D
HORZ(TL): 0.001 D -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.531
TPI Std: 2014
Max BC CSI: 0.089
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver: 17.02.01A.1115.21
56648
E OF
COA #t ,
08/24/2020
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 230 /- /- /207 /104 /97
D 54 /- A /46 /8 /-
C 59 /- /- /19 /52 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byv TPI an SBCA) fo'r sa ety practices poor to performing these functions. Installers shall provide temporary
_
bracing per BCSI. Unless noted oQrwise,top chord shall have properly attached structural sheathin and bottom chord shall have a progeny
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
as applicable. Apply Plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. f�efer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the Mu coMv
truss in conformance with ANSI 1, or for handling, shippintq, Installation and bracing of trussesA seal on this drawing or cover pa e , , 6750 Forum Drive
listing this drawing, indicates acceptance of o) esslonal engineerin�gg responsibility solely for the design shown. The suitability Suite For
and use of this drawing for any structure Is kPl1a responsibility of the euild!ng Designer per ANSVTPI 1 Sec.2.305
For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitwxom; TPI: www.t inst.o ; SBCA: www.sbcindust .wm; ICC: ww .I=afe.org Orlando FL, 32821
a r4 w
SEQN: 82866 / JACK Ply: 1 Job Number: 20-0257 Cust R761 JRefAWY37610015 T47 /
FROM:CFT Qty: 1 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42993
Truss Label: C3 AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
A
12'0"14
12
6
o m
ih
io
B
6"6
A V'4"
D
3X4(B1)
f— 1'6"7
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
5'
5'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.004 C -
HORZ(TL): 0.006 D - -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.720
TPI Std: 2014
Max BC CS 1: 0.265
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
VIEW Ver: 17.02.01A.1115.21
WAVE
"�FY'Fc*v.
No.�6648 It
fX
ACE OF
COA
08/24/2020
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 296 A P /248 /123 /140
D 93 /- !- /72 /12 /-
C 119 /- /- 157 /98 P
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary _
bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless not
otherwise. F�efer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ea awmnva r
truss in conformance with ANSI/ FPI 1, or for handling, shippingq, installation and bracing of trussesA seal on this drawing or cover patge. , 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ibllliy Suite 305
and use of this drawing,
for any structure Is the responsibility of the Bullding Designer per ANSI/TPI 1 Sec.2.
For more Information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or • SBCA: www.sbcindusl .wm; ICC: www.I=afe.om Orlando FL, 32821
t 1:6 d
SEQN: 82867 / JACK Ply: 1 Job Number: 20-0257 Cust: R761 JRei:1WY37610015 T10 /
FROM:CFT Qty: 8 /ADAIR GARCIA/ /RESIDENCE DrwNo: 237.20.1206.42510
Truss Label: C4 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
12 C
6
10'0"14
B Q0
T C)
9r4rr
A
D
11'6n7
1'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.001 C -
HORZ(TL): 0.001 C
Code / Misc Criteria
Creep Factor. 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.476
TPI Std: 2014
Max BC CSI: 0.056
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
VIEW Ver: 17.02.01A.1115.21
WAVE
No., 048 p
0
$4-ATEOF
COA & A .
M
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 209 /- A 1218 /132 /54
D 13 /-4 /- 122 /15 P
C - /-41 A 152 166 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bea(ng B is a rigid surface.
Members not listed have forces less than 375#
08/24/2020
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
quire
Information, by TPI an� SBCA) for safety practices prior to performing these functions. Installers shall provide tempos
BCSI. Unless noted o"therwise,top chord shall have property attached structural sheathing and bottom chord shall have a progeny
O�rd ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
>le. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
60A-Z for standard plate positions.
a division of
his drawing,any failure to build the
on this drawing or cover pa e , .
ie design shown. The suitability
ALPINE
NE
.—Co~
6750 Forum Drive
Suite 305
Orlando FL, 32821
0 1Q, s
SEQN: 82868 / JACK Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1 WY37610015 T9 /
FROM: CFT Qty: 4 /ADAIR GARCIA //RESIDENCE DrwNo: 237.20.1206.42713
Truss Label: C5 �AK / WHK 08/24/2020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
T
6"6
i
C
3X4(B 1)
1 r67 3' i
3'
Wind Criteria
Wind Std: ASCE 7-10
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
So
0
C14
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.001 D
HORZ(TL): 0.001 D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.531
TPI Std: 2014
Max BC CSI: 0.089
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
VIEW Ver. 17.02.01A.1115.21
11'0"14
CO
CV
9r4"
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 230 /- A /207 /104 /97
D 54 /- /- /46 /8 /-
C 59 /- A /19 /52 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
08/24/2020
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fo'r safety practices poor to performing these functions. Installers shall provide tempora
bracing per BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propper�y
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingq insalled per BCSI sections B3, B7 or B10,
as applicable. Appty lates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. f�efer to
drawings 160A-Z for s�andard plate positions.
Alpine, a division of ITW_Buildin4Components Group Inc._shall not be. responsible for any _deviation _from this drawing,any failure to build the
rivi l,orrorr
acce lance
any s�ructure
I or cover pa e , .
n. The sw ability
ALPINEINE
."COMPANY
6750 Forum Ddve
Suite 305
Orlando FL, 32821
4 Ai, M
SEQN: 82869 / JACK Ply: 1 Job Number: 20-0257 Cust: R 761 JRef:1 WY37610015 T46 /
FROM: CFT Qty: 1 /ADAIR GARCIA / /RESIDENCE Dnallo: 237.20.1206.42213
Truss Label: C6 �AK / WHK 08/2412020
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
C
12'0"14
12
6
o �
ih CD
i+>
B
T
6"6 A
D
3X4(B1)
1'6"7
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 160 mph
Enclosure: Closed'
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCp!: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
5'
5'
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL):-0.004C
HORZ(TL): 0.006 D -
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: FBC 2017 RES
Max TC CSI: 0.720
TPI Std: 2014
Max BC CSI: 0.265
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1115.21
WAVE
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 296 /- /-
1248 /123 /140
D 93 /- /-
/72 /12 /-
C 119 /- P
/57 /98 /-
Wind reactions based on MWFRS
B Brg Width = 7.6
Min Req = 1.6
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
08/24/2020
—WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro er y
�id ceili oyc1 Locations shown forpermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or Er10'
a. ADOTv Dlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. f�efer to
a division of
any
his drawing,any failure to build the
on this drawing or cover pa e ,
design shown. The sui Qabd ietty
A IPL NE
."W [OMV
6750 Forum Drive
Suite 305
Orlando FL, 32821